1***************************************** ***************************************
* * * *
* FLOOD HYDROGRAPH PACKAGE (HEC-1) * * U.S. ARMY CORPS OF ENGINEERS *
* JUL 1997 * * HYDROLOGIC ENGINEERING CENTER *
* VERSION 4.1 * * 609 SECOND STREET *
* * * DAVIS, CALIFORNIA 95616 *
* RUN DATE 19MAY09 TIME 14:47:32 * * (916) 756-1104 *
* * * *
***************************************** ***************************************
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THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC-1 KNOWN AS HEC1 (JAN 73), HEC1GS, HEC1DB, AND HEC1KW.
THE DEFINITIONS OF VARIABLES -RTIMP- AND -RTIOR- HAVE CHANGED FROM THOSE USED WITH THE 1973-STYLE INPUT STRUCTURE.
THE DEFINITION OF -AMSKK- ON RM-CARD WAS CHANGED WITH REVISIONS DATED 28 SEP 81. THIS IS THE FORTRAN77 VERSION
NEW OPTIONS: DAMBREAK OUTFLOW SUBMERGENCE , SINGLE EVENT DAMAGE CALCULATION, DSS:WRITE STAGE FREQUENCY,
DSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:GREEN AND AMPT INFILTRATION
KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHM
1 HEC-1 INPUT PAGE 1
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
*DIAGRAM
*** FREE ***
1 ID LANGTRY CHANNEL
2 ID CENTRAL WATERSHED
3 ID LANGTRY CHANNEL EXISTING CONDITIONS WITH DETENTION BASIN
4 ID INPUT FILE = EXLT4.DAT
5 ID INPUT FILE DATE = MAY 2009
6 ID DESIGN STORM = 100-YEAR 6-HR STORM
7 ID STORM DISTRIBUTION = SDN #4
8 ID MODELED BY VTN NEVADA (MICHAEL SCHWAB)
9 ID STORM CENTERING = ENTIRE WATERSHED (SOUTHWESTERN PORTION)
10 ID
11 ID REFERENCED HYDROLOGIC MODELS:
12 ID LANGTRY CHANNEL BASED ON 2008 MPU (PBS&J 2008)
13 ID 2008 MPU REFERENCED HYDROLOGIC MODELS:
14 ID CITY OF LAS VEGAS CITY WIDE HYDROLOGY ANALYSIS (PBS&J 1997)
15 ID PREDESIGN REPORT FOR I-15 FREEWAY CHANNEL (PARSONS BRINCKERHOFF 1999)
16 ID FINAL CENTRAL BASIN ASSESMENT (CARTER-BURGESS 1998)
17 ID HYDRAULIC DESIGN REPORT FOR I-15 WIDENING (LOUIS BERGER 1999)
18 ID AMENDMENT TO 2002 MPU FOR MEADOWS ALTA PARALLEL FACILITY (CLV, OCT 2006)
19 ID US-95 WIDENING PROJECT, FINAL OVERALL PROJECT DRAINAGE DESIGN REPORT
20 ID (VTN NEVADA, MAY 2003)
21 ID MEADOWS ALTA PARALLEL PROJECT PHASE II, 90% DESIGN (VTN, FEB 2008)
22 ID OAKEY MEADOWS STORM DRAIN FINAL DESIGN REPORT (PBS&J, APR 2008)
23 ID MASTER PLAN CHANGE FOR THE OAKEY DRAIN FACILITY, (HDR, JULY 2007)
24 ID OAKEY DRAIN, BIRCH ST TO CAHLAN DR PRE-FINAL DESIGN PLANS (HDR, JAN 2008)
25 ID
26 ID JR CARDS CONTAIN DARFS BASED ON THE FOLLOWING VALUES:
27 ID
28 ID AREA DARF
29 ID SQ. MI.
30 ID 8 0.880
31 ID 8-9 0.875
32 ID 9-10 0.865
33 ID 10-11 0.857
34 ID 11-12 0.85
35 ID
36 IT 5 0 0 300
37 IO 5 0 0
38 IN 5 0 0
39 JR PREC 0.880 0.875 0.865 0.857 0.85
*
40 KK 1-GOLF
41 BA 0.362
42 PB 2.83
43 PC 0.000 0.020 0.058 0.075 0.099 0.126 0.137 0.145 0.149 0.151
44 PC 0.155 0.156 0.159 0.162 0.169 0.172 0.179 0.189 0.201 0.211
45 PC 0.220 0.228 0.232 0.240 0.246 0.252 0.260 0.269 0.276 0.283
46 PC 0.286 0.292 0.302 0.312 0.321 0.332 0.352 0.376 0.415 0.462
47 PC 0.530 0.610 0.710 0.732 0.756 0.782 0.799 0.813 0.823 0.830
48 PC 0.835 0.844 0.851 0.864 0.885 0.908 0.924 0.944 0.968 0.973
49 PC 0.978 0.982 0.984 0.986 0.988 0.991 0.992 0.993 0.994 0.997
50 PC 0.998 0.999 1.000
51 LS 0 86.6
1 HEC-1 INPUT PAGE 2
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
52 UD 0.323
*
53 KK R1-GOLF
54 KM ROUTE 1-GOLF TO C2a-OAK
55 KM VIA OLIVERO
56 RD 2600 0.0269 0.016 0 TRAP 0 50
*
57 KK2a-OAK-C
58 BA 0.314
59 PB 2.77
60 LS 0 87.7
61 UD 0.313
*
62 KK C2a-OAK
63 KM COMBINE R1-GOLFC AND 2a-OAK-C
64 KM BUFFALO AND VIA OLIVERO
65 HC 2
*
66 KKRC2a-OAK
67 KM ROUTE C2a-OAK TO C3-ELP-C
68 KM VIA OLIVERO
69 RD 4000 0.025 0.016 0 TRAP 0 50
*
70 KK 3-ELP-C
71 BA 0.209
72 PB 2.77
73 LS 0 90.2
74 UD 0.253
*
75 KKC3-ELP-C
76 KM COMBINE RC2a-OAK AND 3-ELP-C
77 KM VIA OLIVERO AND MECH 0400
78 HC 2
*
79 KKRC3-ELPC
80 KM ROUTE RC3-ELPC TO C3a-OAKC
81 KM FACILITY = EXTENSION OF MEADOWS/CHARLESTON COLLECTION SYSTEM
82 KM FACILITY # = MECH 0400
83 KM LINING = RCB
84 RD 1300 0.0143 0.015 0 TRAP 10 0
*
85 KK3a-OAK-C
86 BA 0.432
87 PB 2.77
88 LS 0 85.7
89 UD 0.283
*
1 HEC-1 INPUT PAGE 3
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
90 KKC3a-OAKC
91 KM COMBINE RC3-ELPC AND 3a-OAK-C
92 KM O'BANNON AND MECH 0378
93 HC 2
*
94 KKRC3aOAKC
95 KM ROUTE C3a-OAKC TO OAKEYIN
96 KM FACILITY = EXTENSION OF MEADOWS/CHARLESTON COLLECTION SYSTEM
97 KM FACILITY # = MECH 0338, 0378
98 KM LINING = RCB
99 RD 2805 0.016 0.015 0 TRAP 10 0
*
100 KK3-HOLM-C
101 BA 0.331
102 PB 2.77
103 LS 0 90.7
104 UD 0.342
*
105 KKR3-HOLMC
106 KM ROUTE R3-HOLMC TO C5-OAK-C
107 KM FACILITY = EXTENSION OF MEADOWS/CHARLESTON COLLECTION SYSTEM
108 KM FACILITY # = MECH 0334, 0337, 0351
109 KM LINING = RCP
110 RD 1700 0.005 0.013 0 CIRC 7.5 0
*
111 KK 5-OAK-C
112 BA 0.232
113 PB 2.77
114 LS 0 88.0
115 UD 0.248
*
116 KKC5-OAK-C
117 KM COMBINE R3-HOLMC AND 5-OAK-C
118 KM OAKEY DETENTION BASIN
119 HC 2
*
120 KK OAKEYIN
121 KM COMBINE RC3aOAKC AND C5-OAK-C
122 KM OAKEY DETENTION BASIN
123 KO 1
124 HC 2
*
1 HEC-1 INPUT PAGE 4
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
125 KK OAKEYDB
126 KM OAKEY DETENTION BASIN
127 KM FACILITY = EXTENSION OF MEADOWS/CHARLESTON COLLECTION SYSTEM
128 KM FACILITY # = MECH 0324
129 KM STORAGE VOLUME = 201 ACRE-FEET
130 KM OUTLET = 1-15" OUTLET PIPE
131 KM 100-YEAR DISCHARGE = 32 CFS
132 KM SPILLWAY LENGTH = 290 FEET
133 KM SPILLWAY HEIGHT =
134 KM SPILLWAY CREST ELEVATION = 2348.5'
135 KM SPILLWAY TYPE =
136 KM PMF DISCHARGE =
137 KM TOP OF EMBANKMENT ELEVATION =
138 KO 1
139 RS 1 STOR 0
140 SV 0 2 6 14 25 40 57 77 101 130
141 SV 144 159 174 191 201 206 219 231 244 256
142 SE 26 28 30 31 34 36 38 40 42 44
143 SE 45 46 47 48 48.5 49 50 51 52 53
144 SS 48.5 290 3.1 1.5
145 SL 26 1.4 0.65 0.5
*
146 KK OAKEYOT
147 KM ROUTE OAKEYDB TO CCOK08
148 KM FACILITY = EXTENSION OF MEADOWS/CHARLESTON COLLECTION SYSTEM
149 KM FACILITY # = MECH 0108, 0310, 0323
150 KM LINING = RCP
151 RD 9750 0.0143 0.013 0 CIRC 2.5
*
152 KK DOAKEY
153 KM DIVERT ALL FLOW OUT
154 KM FOR STORM CENTERING
155 DT DOKY
156 DI 0 100 500 994 10000
157 DQ 0 100 500 994 10000
*
158 KK SA01-C
159 BA 0.263
160 PB 2.77
161 LS 0 94.5
162 UD 0.340
*
163 KK RSA01-C
164 KM ROUTE SA01-C TO CSA05
165 KM SAHARA
166 RD 5200 0.0144 0.016 0 TRAP 0 50
*
1 HEC-1 INPUT PAGE 5
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
167 KK SA05
168 BA 0.176
169 PB 2.77
170 LS 0 93.2
171 UD 0.318
*
172 KK CSA05
173 KM COMBINE RSA01-C AND SA05
174 KM SAHARA AND DECATUR
175 HC 2
*
176 KK RCSA05
177 KM ROUTE CSA05 TO CSA06
178 KM FACILITY = MEADOWS OAKEY DRAIN
179 KM FACILITY # = MEOK 0217
180 KM LINING = RCB
181 RD 1276 0.0044 0.015 0 TRAP 12 0
*
182 KK SA06
183 BA 0.079
184 PB 2.77
185 LS 0 93.7
186 UD 0.193
*
187 KK CSA06
188 KM COMBINE RCSA05 AND SA06
189 KM O'BANNON AND DECATUR
190 HC 2
*
191 KK OK06-C
192 BA 0.174
193 PB 2.77
194 LS 0 91.1
195 UD 0.302
*
196 KK ROK06-C
197 KM ROUTE OK06-C TO COK07
198 KM OBANNON
199 RD 5100 0.0147 0.016 0 TRAP 0 50
*
200 KK OK07
201 BA 0.241
202 PB 2.77
203 LS 0 87.1
204 UD 0.335
*
1 HEC-1 INPUT PAGE 6
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
205 KK COK07
206 KM COMBINE OK07, ROK06-C, AND CSA06
207 KM O'BANNON AND DECATUR
208 HC 3
*
209 KK RCOK07
210 KM ROUTE COK07 TO COK04-C
211 KM FACILITY = MEADOWS OAKEY DRAIN
212 KM FACILITY # = MEOK 0191, 0204
213 KM LINING = RCB
214 RD 1315 0.0071 0.015 0 TRAP 12 0
*
215 KK OK03-C
216 BA 0.363
217 PB 2.77
218 LS 0 90.8
219 UD 0.317
*
220 KK ROK03-C
221 KM ROUTE OK03-C TO COK04-C
222 KM OAKEY
223 RD 5100 0.016 0.016 0 TRAP 0 50
*
224 KK OK04-C
225 BA 0.198
226 PB 2.77
227 LS 0 85.7
228 UD 0.365
*
229 KK COK04-C
230 KM COMBINE ROK03-C, OK04-C AND RCOK07
231 KM OAKEY AND DECATUR
232 HC 3
*
233 KKRCOK04-C
234 KM ROUTE COK04-C TO COK08
235 KM FACILITY = MEADOWS OAKEY DRAIN
236 KM FACILITY # = MEOK 0166
237 KM LINING = RCB
238 RD 1350 0.0045 0.015 0 TRAP 12 0
*
239 KK OK08
240 BA 0.083
241 PB 2.77
242 LS 0 91.0
243 UD 0.184
*
1 HEC-1 INPUT PAGE 7
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
244 KK COK08
245 KM COMBINE RCOK04-C AND OK08
246 KM DEL RAY AND DECATUR
247 HC 2
*
248 KK CCOK08
249 KM COMBINE COK08 AND OAKEYOT
250 KM DEL RAY AND DECATUR
251 HC 2
*
252 KK RCCOK08
253 KM ROUTE CCOK08 TO COK12
254 KM FACILITY = MEADOWS OAKEY DRAIN
255 KM FACILITY # = MEOK 0110
256 KM LINING = RCB
257 RD 2946 0.0077 0.015 0 TRAP 12 0
*
258 KK CH04-C
259 BA 0.175
260 PB 2.77
261 LS 0 92.7
262 UD 0.240
*
263 KK RCH04-C
264 KM ROUTE CH04-C TO CCH05-C
265 KM FACILITY = MEADOWS CHARLESTON
266 KM FACILITY # = MECN 0223
267 KM LINING = RCB
268 RD 3100 0.0204 0.015 0 TRAP 6 0
*
269 KK CH05-C
270 BA 0.163
271 PB 2.77
272 LS 0 94.3
273 UD 0.329
*
274 KK CCH05-C
275 KM COMBINE RCH04-C AND CH05-C
276 KM TORREY PINES AND CHARLESTON
277 HC 2
*
278 KKRCCH05-C
279 KM ROUTE CCH05-C TO CCH09-C
280 KM FACILITY = MEADOWS CHARLESTON
281 KM FACILITY # = MECN 0123
282 KM LINING = RCB
283 RD 5200 0.0164 0.015 0 TRAP 8 0
*
1 HEC-1 INPUT PAGE 8
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
284 KK CH09-C
285 BA 0.378
286 PB 2.77
287 LS 0 91.5
288 UD 0.341
*
289 KK CCH09-C
290 KM COMBINE RCCH05-C AND CH09-C
291 KM CHARLESTON AND LINDELL
292 HC 2
*
293 KKRCCH09-C
294 KM ROUTE CCH09-C TO CCH10
295 KM FACILITY = MEADOWS CHARLESTON
296 KM FACILITY # = MECN 0061
297 KM LINING = RCB
298 RD 3300 0.0182 0.015 0 TRAP 8 0
*
299 KK CH10
300 BA 0.279
301 PB 2.77
302 LS 0 93.1
303 UD 0.222
*
304 KK CCH10
305 KM COMBINE RCCH09-C AND CH10
306 KM CHARLESTON AND DECATUR
307 HC 2
*
308 KK RCCH10
309 KM ROUTE CCH10 TO COK12
310 KM FACILITY = MEADOWS CHARLESTON
311 KM FACILITY # = MECN 0000
312 KM LINING = RCB
313 RD 1570 0.0109 0.015 0 TRAP 9 0
*
314 KK OK12
315 BA 0.050
316 PB 2.77
317 LS 0 95.6
318 UD 0.163
*
1 HEC-1 INPUT PAGE 9
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
319 KK COK12
320 KM COMBINE RCCOK08, RCCH10 AND OK12
321 KM CHARLESTON AND MEOK 0110
322 HC 3
*
323 KK RCOK12
324 KM ROUTE COK12 TO CCH14B
325 KM FACILITY = MEADOWS OAKEY DRAIN
326 KM FACILITY # = MEOK 0079, 0091
327 KM LINING = RCB
328 RD 1633 0.005 0.015 0 TRAP 18 0
*
329 KK CH14B
330 BA 0.217
331 PB 2.77
332 LS 0 90.8
333 UD 0.356
*
334 KK CCH14B
335 KM COMBINE RCOK12 AND CCH14B
336 KM HINSON AND CHARLESTON
337 HC 2
*
338 KK RCCH14B
339 KM ROUTE CCH14B TO COK13
340 KM FACILITY = MEADOWS OAKEY DRAIN
341 KM FACILITY # = MEOK 0000, 0048
342 KM LINING = RCB
343 RD 1950 0.005 0.015 0 TRAP 18 0
*
344 KK OK13
345 BA 0.099
346 PB 2.77
347 LS 0 92.7
348 UD 0.376
*
349 KK COK13
350 KM COMBINE RCCH14B AND OK13
351 KM FULTON PLACE AND VALLEY VIEW
352 HC 2
*
353 KK RCOK13
354 KM ROUTE COK13 TO CCAL16
355 KM FACILITY = MEADOWS OAKEY DRAIN
356 KM FACILITY # = MEOK 0000, 0017
357 KM LINING = RCB
358 RD 2450 0.0091 0.015 0 TRAP 19 0
*
1 HEC-1 INPUT PAGE 10
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
359 KK R1
360 BA 0.086
361 PB 2.77
362 LS 0 90.6
363 UD 0.210
*
364 KK PR1
365 KM REFERENCED FROM THE MPA FOR THE MEADOWS ALTA PARALLEL SYSTEM
366 KM PREPARED BY CITY OF LAS VEGAS DEPARTMENT OF PUBLIC WORKS (OCTOBER 2006)
367 KM PONDING BEHIND HOME DEPOT THAT LIMITS DISCHARGE TO CAPACITY OF PIPE AND CHANN
368 KM DISCHARGE GREATER THAN 90 CFS AFTER PONDING WILL SPILL OUT TOWARD CHARLESTON
369 RS 1 ELEV 10.1
370 SV 0 2.7 3.5
371 SE 10.1 13.7 14.7
372 SQ 0 90 113
*
373 KK RPR1
374 KM ROUTE PR1 TO CR2
375 KM PRIMARILY PARKING LOT BEHIND HOME DEPOT
376 RD 2900 0.0103 0.016 0 TRAP 0 50
*
377 KK R3
378 BA 0.275
379 PB 2.77
380 LS 0 91.3
381 UD 0.297
*
382 KK R2
383 BA 0.045
384 PB 2.77
385 LS 0 90.7
386 UD 0.228
*
387 KK CR2
388 KM COMBINE RPR1, R2 AND R3
389 KM ALTA AND LORENZI
390 HC 3
*
391 KK DCR2
392 KM DIVERT PEAK FLOW TO LORENZI STORM DRAIN
393 KM FIRST 150 CFS GOES EAST ON ALTA, REMAINDER GOES NORTH
394 KM REFERENCED FROM THE MEADOWS ALTA PARALLEL PROJECT PHASE II by VTN
395 DT DAL00A
396 DI 0 150 1000
397 DQ 0 0 850
*
1 HEC-1 INPUT PAGE 11
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
398 KK RDCR2
399 KM ROUTE DCR2 TO CAL01A
400 KM FACILITY = MEADOWS - ALTA
401 KM FACILITY # = MEAL 0160, 0209
402 KM LINING = RCP
403 RD 4300 0.015 0.013 0 CIRC 4
*
404 KK AL01A
405 BA 0.123
406 PB 2.77
407 LS 0 90.5
408 UD 0.254
*
409 KK CAL01A
410 KM COMBINE AL01A AND RDCR2
411 KM ALTA AND JONES
412 HC 2
*
413 KK RCAL01A
414 KM ROUTE CAL01A TO CUS
415 KM FACILITY = MEADOWS - ALTA
416 KM FACILITY # = MEAL 0150, 0160
417 KM LINING = RCP
418 RD 1100 0.0125 0.013 0 CIRC 3
*
419 KK US
420 BA 0.030
421 PB 2.77
422 LS 0 90.5
423 UD 0.171
*
424 KK CUS
425 KM COMBINE RAL01A AND US
426 KM ALTA AND JONES
427 HC 2
*
428 KK AL04-C
429 BA 0.179
430 PB 2.77
431 LS 0 90.3
432 UD 0.346
*
1 HEC-1 INPUT PAGE 12
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
433 KK RAL04-C
434 KM ROUTE AL04-C TO CCUS
435 KM FACILITY = MEADOWS - ALTA
436 KM FACILITY # = MEAL 0130
437 KM LINING = RCB
438 RD 1150 0.004 0.015 0 TRAP 6 0
*
439 KK CCUS
440 KM COMBINE CUS AND RAL04-C
441 KM ALTA AND JONES
442 HC 2
*
443 KK RCCUS
444 KM ROUTE CCUS TO CAL05-C
445 KM FACILITY = MEADOWS - ALTA
446 KM FACILITY # = MEAL 0120
447 KM LINING = RCP
448 RD 1900 0.01 0.013 0 CIRC 5 0
*
449 KK AL05-C
450 BA 0.234
451 PB 2.77
452 LS 0 90.5
453 UD 0.376
*
454 KK GS
455 BA 0.037
456 PB 2.77
457 LS 0 90.5
458 UD 0.190
*
459 KK DGS
460 KM REFERENCED FROM THE MPA FOR THE MEADOWS ALTA PARALLEL SYSTEM
461 KM PREPARED BY CITY OF LAS VEGAS DEPARTMENT OF PUBLIC WORKS (OCTOBER 2006)
462 KM DIVERT OUT OVERLAND FLOW NOT COLLECTED IN MEADOWS-ALTA PIPE SYSTEM
463 DT DGSR
464 DI 0 27 72
465 DQ 0 0 36
*
466 KK CAL05-C
467 KM COMBINE RCCUS, ALO5-C AND DGS
468 KM ALTA AND UPLAND
469 HC 3
*
1 HEC-1 INPUT PAGE 13
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
470 KKRCAL05-C
471 KM ROUTE CAL05-C TO CBR3
472 KM FACILITY = MEADOWS - ALTA
473 KM FACILITY # = MEAL 0100, 0120
474 KM LINING = RCP
475 RD 2000 0.01 0.013 0 CIRC 5
*
476 KK BR3
477 BA 0.074
478 PB 2.77
479 LS 0 91.4
480 UD 0.157
*
481 KK CBR3
482 KM COMBINE BR3 AND RCAL05-C
483 KM ALTA AND WILDSHIRE
484 HC 2
*
485 KK RCBR3
486 KM ROUTE CBR3 TO CAL11-C
487 KM FACILITY = MEADOWS - ALTA
488 KM FACILITY # = MEAL 0060, 0100
489 KM LINING = RCP
490 RD 1400 0.01 0.013 0 CIRC 5
*
491 KK AL09-C
492 BA 0.162
493 PB 2.77
494 LS 0 90.6
495 UD 0.252
*
496 KK RAL09-C
497 KM ROUTE AL09-C TO CAL11-C
498 KM EVERGREEN / DECATUR
499 RD 2400 0.0083 0.016 0 TRAP 0 50
*
500 KK DGSR
501 KM RETRIEVE DIVERTED OVERLAND FLOW FROM GS
502 DR DGSR
*
503 KK RDGSR
504 KM ROUTE DGSR TO CAL11-C
505 KM EVERGREEN / DECATUR
506 RD 4600 0.0152 0.016 0 TRAP 0 50
*
1 HEC-1 INPUT PAGE 14
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
507 KK AL11-C
508 BA 0.130
509 PB 2.77
510 LS 0 94.4
511 UD 0.316
*
512 KK CAL11-C
513 KM COMBINE RCBR3, RAL09-C, RDGSR AND AL11-C
514 KM ALTA AND DECATUR
515 HC 4
*
516 KKRCAL11-C
517 KM ROUTE CAL11-C TO CAL10-C
518 KM FACILITY = MEADOWS - ALTA
519 KM FACILITY # = MEAL 0015
520 KM LINING = RCP
521 RD 2500 0.0194 0.013 0 CIRC 6
*
522 KK AL10-C
523 BA 0.048
524 PB 2.77
525 LS 0 91.5
526 UD 0.245
*
527 KK CAL10-C
528 KM COMBINE RCAL11-C AND AL10-C
529 KM ALTA AND BEDFORD
530 HC 2
*
531 KKRCAL10-C
532 KM ROUTE CAL10-C TO CAL13-3
533 KM FACILITY = MEADOWS - ALTA
534 KM FACILITY # = MEAL 0000,0012,0013
535 KM LINING = CONCRETE
536 RD 1180 0.0158 0.015 0 TRAP 8 1
*
537 KK AL13-3
538 BA 0.059
539 PB 2.77
540 LS 0 90.5
541 UD 0.171
*
1 HEC-1 INPUT PAGE 15
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
542 KK CAL13-3
543 KM COMBINE RCAL10-C AND AL13-3
544 KM ALTA AND VALLEY VIEW
545 HC 2
*
546 KK AL14
547 BA 0.457
548 PB 2.77
549 LS 0 93.3
550 UD 0.525
*
551 KK RAL14
552 KM ROUTE AL14 TO CAL16
553 KM VALLEY VIEW
554 RD 1300 0.0115 0.016 0 TRAP 0 50
*
555 KK AL16
556 BA 0.148
557 PB 2.77
558 LS 0 92.2
559 UD 0.326
*
560 KK 1CAL16
561 KM COMBINE CAL13-3, RAL14, AND AL16
562 KM ALTA AND VALLEY VIEW
563 HC 3
*
564 KK AL09
565 BA 0.097
566 PB 2.77
567 LS 0 90.4
568 UD 0.282
*
569 KK RAL09
570 KM ROUTE AL09 TO CCH14A
571 KM FULTON
572 RD 1500 0.0133 0.016 0 TRAP 0 50
*
573 KK CH14A
574 BA 0.148
575 PB 2.77
576 LS 0 89.4
577 UD 0.340
*
1 HEC-1 INPUT PAGE 16
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
578 KK CCH14A
579 KM COMBINE RAL09 AND CH14A
580 KM VALLEY VIEW AND FULTON
581 HC 2
*
582 KK RCCH14A
583 KM ROUTE CCH14A TO CAL16
584 KM FACILITY = MEADOWS - OAKEY PARALLEL SYSTEM
585 KM FACILITY # = MEPA 0000
586 KM LINING = RCB
587 RD 1370 0.005 0.015 0 TRAP 10 0
*
588 KK CAL16
589 KM COMBINE 1CAL16 AND RCCH14A
590 KM ALTA AND VALLEY VIEW
591 HC 2
*
592 KK RCAL16
593 KM ROUTE CAL16 TO CCAL16 (CONFLUENCE)
594 KM FACILITY = LAS VEGAS CREEK - MEADOWS
595 KM FACILITY # = LCME 0070,0076,0077
596 KM LINING = CONCRETE
597 RD 973 0.0189 0.015 0 TRAP 18 1
*
598 KK CCAL16
599 KM COMBINE RCAL16 AND RCOK13
600 KM LAS VEGAS CREEK AND OAKEY MEADOWS STORM DRAIN CONFLUENCE
601 HC 2
*
602 KK RCCAL16
603 KM ROUTE CCAL16 TO CAL90-C
604 KM FACILITY = LAS VEGAS CREEK - MEADOWS
605 KM FACILITY # = LCME 0040
606 KM LINING = CONCRETE
607 RD 525 0.004 0.015 0 TRAP 40 0
*
608 KK AL90-C
609 BA 0.171
610 PB 2.77
611 LS 0 91.9
612 UD 0.328
*
1 HEC-1 INPUT PAGE 17
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
613 KK CAL90-C
614 KM COMBINE RCCAL16 AND AL90-C
615 HC 2
*
616 KKRCAL90-C
617 KM ROUTE CAL90-C TO MEADOWIN
618 KM FACILITY = LAS VEGAS CREEK - MEADOWS
619 KM FACILITY # = LCME 0026, 0028
620 KM LINING = CONCRETE
621 RD 1030 0.004 0.015 0 TRAP 42 0
*
622 KK MEDB
623 BA 0.230
624 PB 2.77
625 LS 0 86.9
626 UD 0.193
*
627 KKMEADOWIN
628 KM COMBINE RCAL90-C AND MEDB
629 KM COMBINATION AT MEADOWS DETENTION BASIN
630 KO 1
631 HC 2
*
632 KKMEADOWDB
633 KM MEADOWS DETENTION BASIN
634 KM FACILITY = LAS VEGAS CREEK - MEADOWS
635 KM FACILITY # = LCME 0021
636 KM ORIGINAL RATING CURVE FROM MEADOWS DETENTION EXPANSION BY VTN (6/01)
637 KM UPDATED CURVE REFERENCED FROM OAKEY MEADOWS FINAL DESIGN REPORT (PBS&J, APR 20
638 KM CURVE BASED ON PROPOSED EXPANSION OF MEADOWDB BY RAISING SPILLWAY 1 FT
639 KM PROPOSED STORAGE VOLUME = 235 AC-FT (EXISTING STORAGE VOLUME = 213 AC-FT)
640 KM OUTLET = 1-11.5'X 5' RCB AND 1-11'X 5' RCB
641 KM 100-YEAR DISCHARGE =
642 KM SPILLWAY LENGTH = 150 FT
643 KM SPILLWAY HEIGHT =
644 KM PROPOSED SPILLWAY CREST ELEVATION = 2112.3 FT (EXISTING SPILLWAY = 2111.3 FT)
645 KM SPILLWAY TYPE = OGEE
646 KM PMF DISCHARGE =
647 KM TOP OF EMBANKMENT ELEVATION = 2115.5 FT
648 KO 1
649 RS 1 STOR 0
650 SV 0 17.17 28.30 40.63 58.03 74.93 92.48 111.02 130.52 152.02
651 SV 174.64 196.67 211.98 213.27 235.09 309.3
652 SE 2097.9 2101 2101.79 2102.56 2103.57 2104.51 2105.46 2106.43 2107.4 2108.43
653 SE 2109.5 2110.53 2111.24 2111.3 2112.3 2115.5
654 SQ 0 202.1 400 500 600 700 800 900 1000 1100
655 SQ 1200 1300 1365 1380 1428 5248
*
1 HEC-1 INPUT PAGE 18
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
656 KKMEADOWOT
657 KM ROUTE MEADOWDB TO CRMEDET
658 KM FACILITY = LAS VEGAS CREEK - MEADOWS
659 KM FACILITY # = LCME 0000,0016,0018
660 KM LINING = RCB
661 RD 1145 0.0072 0.015 0 TRAP 14 0
*
662 KK DAL00A
663 KM RETRIEVE FLOW SPLIT FROM LORENZI/ALTA
664 DR DAL00A
*
665 KK RDAL00A
666 KM ROUTE DAL00A TO RAINBWIN
667 KM FACILITY = LAS VEGAS CREEK - LORENZI
668 KM FACILITY # = LCLO 0000, 0008
669 KM LINING = RCB
670 RD 2860 0.004 0.015 0 TRAP 7 0
*
671 KK AL00A
672 BA 0.474
673 PB 2.77
674 LS 0 90.8
675 UD 0.355
*
676 KK AL00A-C
677 BA 0.230
678 PB 2.77
679 LS 0 93.0
680 UD 0.305
*
681 KKRAINBWIN
682 KM COMBINE RDAL00A, AL00A AND AL00A-C
683 KM COMBINATION AT RAINBOW DETENTION BASIN
684 HC 3
*
685 KKRAINBWDB
686 KM RAINBOW DETENTION BASIN (EAST AND WEST MODELED TOGETHER)
687 KM FACILITY = LAS VEGAS CREEK CHANNEL
688 KM FACILITY # = LCCH 0513
689 KM REFERENCED FROM THE 90% DESIGN REPORT FOR
690 KM MEADOWS ALTA PARALLEL PROJECT PHASE II by VTN (2/08)
691 KM STORAGE VOLUME = 102 AC-FT AFTER PROPOSED EXPANSION
692 KM OUTLET = 42" RCP w/ 24" ORIFICE PLATE
693 KM 100-YEAR DISCHARGE =
694 KM SPILLWAY LENGTH = 137.8 FT
695 KM SPILLWAY HEIGHT =
696 KM SPILLWAY CREST ELEVATION = 2391.5 FT
697 KM SPILLWAY TYPE = BROAD-CRESTED WEIR
1 HEC-1 INPUT PAGE 19
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
698 KM PMF DISCHARGE =
699 KM TOP OF EMBANKMENT ELEVATION = 2396.5 FT
700 KO 1
701 RS 1 STOR 0
702 SV 0.00 2.6 5.31 8.17 11.17 14.31 17.6 21.04 24.63 28.81
703 SV 34.45 40.59 47.21 54.34 61.98 70.24 79.24 88.75 99.04 101.79
704 SE 2353.9 2357 2359 2361 2363 2365 2367 2369 2371 2373
705 SE 2375 2377 2379 2381 2383 2385 2387 2389 2390 2391.5
706 SQ 0.00 23.75 33.18 40.47 46.64 52.08 57 61.53 65.75 69.72
707 SQ 73.47 77.04 80.45 83.72 86.87 89.90 92.84 95.69 98.46 3000
*
708 KKRAINBWOT
709 KM ROUTE RAINBWDB TO CLC01-C
710 KM FACILITY = LAS VEGAS CREEK CHANNEL
711 KM FACILITY # = LCCH 0499
712 KM LINING = RCP
713 RD 665 0.0188 0.013 0 CIRC 3.5
*
714 KK LC01-C
715 BA 0.089
716 PB 2.77
717 LS 0 91.8
718 UD 0.301
*
719 KK CLC01-C
720 KM COMBINE RAINBWOT AND LC01-C
721 KM US 95, EAST OF RAINBOW BLVD
722 HC 2
*
723 KKRCLC01-C
724 KM ROUTE CLC01-C TO CWA02-C
725 KM FACILITY = LAS VEGAS CREEK CHANNEL
726 KM FACILITY # = LCCH 0402,0412,0438,0458,0478
727 KM LINING = RCP
728 RD 5165 0.0108 0.013 0 CIRC 5
*
729 KK WA02-C
730 BA 0.269
731 PB 2.77
732 LS 0 91.5
733 UD 0.334
*
734 KK CWA02-C
735 KM COMBINE RCLC01-C AND WA02-C
736 KM JONES AND US 95
737 HC 2
*
1 HEC-1 INPUT PAGE 20
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
738 KK AL01B-C
739 BA 0.367
740 PB 2.77
741 LS 0 90.5
742 UD 0.401
*
743 KKCCWA02-C
744 KM COMBINE CWA02-C AND AL01B-C
745 KM JONES AND US 95
746 HC 2
*
747 KKRCCWA02C
748 KM ROUTE CCWA02-C TO CLC11-C
749 KM FACILITY = LAS VEGAS CREEK CHANNEL
750 KM FACILITY # = LCCH 0302, 0377, 0400
751 KM LINING = RCB
752 RD 6870 0.0249 0.015 0 TRAP 8 0
*
753 KK LC11-C
754 BA 0.384
755 PB 2.77
756 LS 0 91.3
757 UD 0.361
*
758 KK CLC11-C
759 KM COMBINE RCCCWA02C AND LC11-C
760 KM DECATUR AND US 95
761 HC 2
*
762 KKRCLC11-C
763 KM ROUTE CLC11-C TO CLC14-C
764 KM FACILITY = LAS VEGAS CREEK CHANNEL
765 KM FACILITY # = LCCH 0230, 0270
766 KM LINING = RCB
767 RD 2140 0.0174 0.015 0 TRAP 12 0
*
768 KK LC14-C
769 BA 0.323
770 PB 2.77
771 LS 0 90.5
772 UD 0.423
*
1 HEC-1 INPUT PAGE 21
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
773 KK CLC14-C
774 KM COMBINE RCLC11-C AND LC14-C
775 KM VALLEY VIEW AND US 95
776 HC 2
*
777 KKOG011AC2
778 BA 0.120
779 PB 2.77
780 LS 0 92.0
781 UD 0.219
*
782 KK OG011AD
783 KM FLOW SPLIT NORTH TO VEGAS DRIVE SYSTEM
784 KM FROM FINAL OVERALL PROJECT DRAINAGE DESIGN REPORT BY VTN (MAY 2003)
785 KM 45 CFS CROSSES US 95 EASTWARD IN 30-INCH SD, REMAINDER GOES NORTH
786 DT OG011D
787 DI 0 45 100 500 994 10000
788 DQ 0 0 55 455 949 9955
*
789 KKROG011AD
790 KM ROUTE OG011AD TO CWA01-C
791 KM WASHINGTON
792 RD 3200 0.0171 0.016 0 TRAP 0 50
*
793 KK WA01-C
794 BA 0.195
795 PB 2.77
796 LS 0 88.7
797 UD 0.249
*
798 KK CWA01-C
799 KM COMBINE ROG011A-C2D AMD WA01-C
800 KM TORREY PINES AND WASHINGTON
801 HC 2
*
802 KK RWA01
803 KM ROUTE WA01-C TO CWA04-C
804 KM WASHINGTON
805 RD 5300 0.0142 0.016 0 TRAP 0 50
*
806 KK WA04-C
807 BA 0.197
808 PB 2.77
809 LS 0 87.7
810 UD 0.474
*
1 HEC-1 INPUT PAGE 22
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
811 KK CWA04-C
812 KM COMBINE RWA01 AND WA04-C
813 KM MICHAEL AND WASHINGTON
814 HC 2
*
815 KK RCWA04
816 KM ROUTE CWA04-C TO CWA09-C
817 KM WASHINGTON
818 RD 5980 0.0159 0.016 0 TRAP 0 50
*
819 KK WA09-C
820 BA 0.157
821 PB 2.77
822 LS 0 88.6
823 UD 0.369
*
824 KK CWA09-C
825 KM COMBINE RCWA04 AND WA09-C
826 KM VALLEY VIEW AND WASHINGTON
827 HC 2
*
828 KK RCWA09
829 KM ROUTE CWA09-C TO CLANG
830 KM WASHINGTON
831 RD 700 0.0119 0.016 0 TRAP 0 50
*
832 KK WA10-C
833 BA 0.325
834 PB 2.77
835 LS 0 88.2
836 UD 0.410
*
837 KK WA11-C
838 BA 0.030
839 PB 2.77
840 LS 0 87.9
841 UD 0.148
*
842 KK CWA11-C
843 KM COMBINE WA11-C AND WA10-C
844 KM WASHINGTON AND VALLEY VIEW
845 HC 2
*
1 HEC-1 INPUT PAGE 23
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
846 KK CWA11-C
847 KM ROUTE CWA11-C TO CLANG
848 KM GIBSON MIDDLE SCHOOL
849 KM V-DITCH
850 RD 1750 0.005 0.015 0 TRAP 0 2
*
851 KK CLANG
852 KM COMBINE CWA11-C AND CWA09-C
853 KM LANGTRY CHANNEL AND WASHINGTON
854 HC 2
*
855 KK WA10D
856 KM FLOW SPLIT TO NORTHWEST CENTRAL BASIN
857 KM FLOW SPLIT CALCULATED WITH HY8
858 KM CAPACITY OF CHANNEL = 350 CFS, EXCESS FLOW DIVERTED
859 DT WA10NW
860 DI 0 0 240 320 400 480 560 640 720 796
861 DQ 0 0 0 33 98 166 236 307 378 447
*
862 KK RWA10D
863 KM ROUTE WA10D TO CCLC14-C
864 KM FACILITY = LAS VEGAS CREEK LATERAL
865 KM FACILITY # = LCLT 0000,0006
866 KM LINING = CONCRETE
867 RD 1855 0.005 0.015 0 TRAP 10 0
*
868 KKCCLC14-C
869 KM COMBINE CLC14-C AND RWA10D
870 KM VALLEY VIEW AND US 95
871 HC 2
*
872 KK RCCLC14
873 KM ROUTE CCLC14-C TO CRMEDET
874 KM FACILITY = LAS VEGAS CREEK CHANNEL
875 KM FACILITY # = LCCH 0157,0188
876 KM LINING = RCB
877 RD 3875 0.0106 0.015 0 TRAP 24 0
*
878 KK CRMEDET
879 KM COMBINE MEADOWOT AND RCCLC14
880 KM COMBINATION OF MEADOWS OUTFALL AND LAS VEGAS CREEK
881 HC 2
*
1 HEC-1 INPUT PAGE 24
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
882 KKRCRMEDET
883 KM ROUTE CRMEDET TO CCLC16-C
884 KM FACILITY = LAS VEGAS CREEK CHANNEL
885 KM FACILITY # = LCCH 0114,0127,0129,0150,0154
886 KM LINING = RCB
887 RD 2305 0.005 0.015 0 TRAP 28 0
*
888 KK LC16-C
889 BA 0.312
890 PB 2.774
891 LS 0 88.0
892 UD 0.342
*
893 KK WA10NW
894 KM RETURN FLOW FROM WA10NW
895 DR WA10NW
*
896 KK RWA10NW
897 KM ROUTE WA10NW TO CWA13-C
898 KM WASHINGTON FLOW EAST
899 RD 4420 0.0119 0.016 0 TRAP 0 50
*
900 KK WA13-C
901 BA 0.366
902 PB 2.77
903 LS 0 89.8
904 UD 0.264
*
905 KK CWA13-C
906 KM COMBINE RCWA10NW AND WA13-C
907 KM RANCHO DRIVE AND WASHINGTON
908 HC 2
*
909 KK WA13D
910 KM REFERENCED FROM US-95 WIDENING PROJECT
911 KM FINAL OVERALL PROJECT DRAINAGE DESIGN REPORT BY VTN (MAY 2003)
912 DT WA13NW
913 DI 0 500 812 1000 1200
914 DQ 0 197 322 391 473
*
915 KK RWA13D
916 KM ROUTE WA13D TO CLC16-C
917 KM FACILITY = FREEWAY CHANNEL
918 KM FACILITY # = LCRA 0000,0004,0050
919 KM LINING = RCB
920 RD 3100 0.0077 0.015 0 TRAP 12 0
*
1 HEC-1 INPUT PAGE 25
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
921 KK CLC16-C
922 KM COMBINE LC16-C AND RWA13D
923 KM RANCHO AND US 95
924 HC 2
*
925 KKCCLC16-C
926 KM COMBINE RCRMEDET AND CLC16-C
927 KM RANCHO AND US 95
928 HC 2
*
929 KK RCCLC16
930 KM ROUTE CCLC16-C TO CLC20-C
931 KM FACILITY = LAS VEGAS CREEK CHANNEL
932 KM FACILITY # = LCCH 0013, 0051, 0110
933 KM LINING = RCB
934 RD 3700 0.006 0.015 0 TRAP 28 0
*
935 KK LC20-C
936 BA 0.174
937 PB 2.77
938 LS 0 91.4
939 UD 0.483
*
940 KK CLC20-C
941 KM COMBINE RCCLC16 AND LC20-C
942 KM MARTIN LUTHER KING AND US 95
943 HC 2
*
944 ZZ
1
SCHEMATIC DIAGRAM OF STREAM NETWORK
INPUT
LINE (V) ROUTING (--->) DIVERSION OR PUMP FLOW
NO. (.) CONNECTOR (<---) RETURN OF DIVERTED OR PUMPED FLOW
40 1-GOLF
V
V
53 R1-GOLF
.
.
57 . 2a-OAK-C
. .
. .
62 C2a-OAK............
V
V
66 RC2a-OAK
.
.
70 . 3-ELP-C
. .
. .
75 C3-ELP-C............
V
V
79 RC3-ELPC
.
.
85 . 3a-OAK-C
. .
. .
90 C3a-OAKC............
V
V
94 RC3aOAKC
.
.
100 . 3-HOLM-C
. V
. V
105 . R3-HOLMC
. .
. .
111 . . 5-OAK-C
. . .
. . .
116 . C5-OAK-C............
. .
. .
120 OAKEYIN............
V
V
125 OAKEYDB
V
V
146 OAKEYOT
.
.
155 .-------> DOKY
152 DOAKEY
.
.
158 . SA01-C
. V
. V
163 . RSA01-C
. .
. .
167 . . SA05
. . .
. . .
172 . CSA05............
. V
. V
176 . RCSA05
. .
. .
182 . . SA06
. . .
. . .
187 . CSA06............
. .
. .
191 . . OK06-C
. . V
. . V
196 . . ROK06-C
. . .
. . .
200 . . . OK07
. . . .
. . . .
205 . COK07........................
. V
. V
209 . RCOK07
. .
. .
215 . . OK03-C
. . V
. . V
220 . . ROK03-C
. . .
. . .
224 . . . OK04-C
. . . .
. . . .
229 . COK04-C........................
. V
. V
233 . RCOK04-C
. .
. .
239 . . OK08
. . .
. . .
244 . COK08............
. .
. .
248 CCOK08............
V
V
252 RCCOK08
.
.
258 . CH04-C
. V
. V
263 . RCH04-C
. .
. .
269 . . CH05-C
. . .
. . .
274 . CCH05-C............
. V
. V
278 . RCCH05-C
. .
. .
284 . . CH09-C
. . .
. . .
289 . CCH09-C............
. V
. V
293 . RCCH09-C
. .
. .
299 . . CH10
. . .
. . .
304 . CCH10............
. V
. V
308 . RCCH10
. .
. .
314 . . OK12
. . .
. . .
319 COK12........................
V
V
323 RCOK12
.
.
329 . CH14B
. .
. .
334 CCH14B............
V
V
338 RCCH14B
.
.
344 . OK13
. .
. .
349 COK13............
V
V
353 RCOK13
.
.
359 . R1
. V
. V
364 . PR1
. V
. V
373 . RPR1
. .
. .
377 . . R3
. . .
. . .
382 . . . R2
. . . .
. . . .
387 . CR2........................
. .
. .
395 . .-------> DAL00A
391 . DCR2
. V
. V
398 . RDCR2
. .
. .
404 . . AL01A
. . .
. . .
409 . CAL01A............
. V
. V
413 . RCAL01A
. .
. .
419 . . US
. . .
. . .
424 . CUS............
. .
. .
428 . . AL04-C
. . V
. . V
433 . . RAL04-C
. . .
. . .
439 . CCUS............
. V
. V
443 . RCCUS
. .
. .
449 . . AL05-C
. . .
. . .
454 . . . GS
. . . .
. . . .
463 . . . .-------> DGSR
459 . . . DGS
. . . .
. . . .
466 . CAL05-C........................
. V
. V
470 . RCAL05-C
. .
. .
476 . . BR3
. . .
. . .
481 . CBR3............
. V
. V
485 . RCBR3
. .
. .
491 . . AL09-C
. . V
. . V
496 . . RAL09-C
. . .
. . .
502 . . . .<------- DGSR
500 . . . DGSR
. . . V
. . . V
503 . . . RDGSR
. . . .
. . . .
507 . . . . AL11-C
. . . . .
. . . . .
512 . CAL11-C....................................
. V
. V
516 . RCAL11-C
. .
. .
522 . . AL10-C
. . .
. . .
527 . CAL10-C............
. V
. V
531 . RCAL10-C
. .
. .
537 . . AL13-3
. . .
. . .
542 . CAL13-3............
. .
. .
546 . . AL14
. . V
. . V
551 . . RAL14
. . .
. . .
555 . . . AL16
. . . .
. . . .
560 . 1CAL16........................
. .
. .
564 . . AL09
. . V
. . V
569 . . RAL09
. . .
. . .
573 . . . CH14A
. . . .
. . . .
578 . . CCH14A............
. . V
. . V
582 . . RCCH14A
. . .
. . .
588 . CAL16............
. V
. V
592 . RCAL16
. .
. .
598 CCAL16............
V
V
602 RCCAL16
.
.
608 . AL90-C
. .
. .
613 CAL90-C............
V
V
616 RCAL90-C
.
.
622 . MEDB
. .
. .
627 MEADOWIN............
V
V
632 MEADOWDB
V
V
656 MEADOWOT
.
.
664 . .<------- DAL00A
662 . DAL00A
. V
. V
665 . RDAL00A
. .
. .
671 . . AL00A
. . .
. . .
676 . . . AL00A-C
. . . .
. . . .
681 . RAINBWIN........................
. V
. V
685 . RAINBWDB
. V
. V
708 . RAINBWOT
. .
. .
714 . . LC01-C
. . .
. . .
719 . CLC01-C............
. V
. V
723 . RCLC01-C
. .
. .
729 . . WA02-C
. . .
. . .
734 . CWA02-C............
. .
. .
738 . . AL01B-C
. . .
. . .
743 . CCWA02-C............
. V
. V
747 . RCCWA02C
. .
. .
753 . . LC11-C
. . .
. . .
758 . CLC11-C............
. V
. V
762 . RCLC11-C
. .
. .
768 . . LC14-C
. . .
. . .
773 . CLC14-C............
. .
. .
777 . . OG011AC2
. . .
. . .
786 . . .-------> OG011D
782 . . OG011AD
. . V
. . V
789 . . ROG011AD
. . .
. . .
793 . . . WA01-C
. . . .
. . . .
798 . . CWA01-C............
. . V
. . V
802 . . RWA01
. . .
. . .
806 . . . WA04-C
. . . .
. . . .
811 . . CWA04-C............
. . V
. . V
815 . . RCWA04
. . .
. . .
819 . . . WA09-C
. . . .
. . . .
824 . . CWA09-C............
. . V
. . V
828 . . RCWA09
. . .
. . .
832 . . . WA10-C
. . . .
. . . .
837 . . . . WA11-C
. . . . .
. . . . .
842 . . . CWA11-C............
. . . V
. . . V
846 . . . CWA11-C
. . . .
. . . .
851 . . CLANG............
. . .
. . .
859 . . .-------> WA10NW
855 . . WA10D
. . V
. . V
862 . . RWA10D
. . .
. . .
868 . CCLC14-C............
. V
. V
872 . RCCLC14
. .
. .
878 CRMEDET............
V
V
882 RCRMEDET
.
.
888 . LC16-C
. .
. .
895 . . .<------- WA10NW
893 . . WA10NW
. . V
. . V
896 . . RWA10NW
. . .
. . .
900 . . . WA13-C
. . . .
. . . .
905 . . CWA13-C............
. . .
. . .
912 . . .-------> WA13NW
909 . . WA13D
. . V
. . V
915 . . RWA13D
. . .
. . .
921 . CLC16-C............
. .
. .
925 CCLC16-C............
V
V
929 RCCLC16
.
.
935 . LC20-C
. .
. .
940 CLC20-C............
(***) RUNOFF ALSO COMPUTED AT THIS LOCATION
1***************************************** ***************************************
* * * *
* FLOOD HYDROGRAPH PACKAGE (HEC-1) * * U.S. ARMY CORPS OF ENGINEERS *
* JUL 1997 * * HYDROLOGIC ENGINEERING CENTER *
* VERSION 4.1 * * 609 SECOND STREET *
* * * DAVIS, CALIFORNIA 95616 *
* RUN DATE 19MAY09 TIME 14:47:32 * * (916) 756-1104 *
* * * *
***************************************** ***************************************
LANGTRY CHANNEL
CENTRAL WATERSHED
LANGTRY CHANNEL EXISTING CONDITIONS WITH DETENTION BASIN
INPUT FILE = EXLT4.DAT
INPUT FILE DATE = MAY 2009
DESIGN STORM = 100-YEAR 6-HR STORM
STORM DISTRIBUTION = SDN #4
MODELED BY VTN NEVADA (MICHAEL SCHWAB)
STORM CENTERING = ENTIRE WATERSHED (SOUTHWESTERN PORTION)
REFERENCED HYDROLOGIC MODELS:
LANGTRY CHANNEL BASED ON 2008 MPU (PBS&J 2008)
2008 MPU REFERENCED HYDROLOGIC MODELS:
CITY OF LAS VEGAS CITY WIDE HYDROLOGY ANALYSIS (PBS&J 1997)
PREDESIGN REPORT FOR I-15 FREEWAY CHANNEL (PARSONS BRINCKERHOFF 1999)
FINAL CENTRAL BASIN ASSESMENT (CARTER-BURGESS 1998)
HYDRAULIC DESIGN REPORT FOR I-15 WIDENING (LOUIS BERGER 1999)
AMENDMENT TO 2002 MPU FOR MEADOWS ALTA PARALLEL FACILITY (CLV, OCT 2006)
US-95 WIDENING PROJECT, FINAL OVERALL PROJECT DRAINAGE DESIGN REPORT
(VTN NEVADA, MAY 2003)
MEADOWS ALTA PARALLEL PROJECT PHASE II, 90% DESIGN (VTN, FEB 2008)
OAKEY MEADOWS STORM DRAIN FINAL DESIGN REPORT (PBS&J, APR 2008)
MASTER PLAN CHANGE FOR THE OAKEY DRAIN FACILITY, (HDR, JULY 2007)
OAKEY DRAIN, BIRCH ST TO CAHLAN DR PRE-FINAL DESIGN PLANS (HDR, JAN 2008)
JR CARDS CONTAIN DARFS BASED ON THE FOLLOWING VALUES:
AREA DARF
SQ. MI.
8 0.880
8-9 0.875
9-10 0.865
10-11 0.857
11-12 0.85
37 IO OUTPUT CONTROL VARIABLES
IPRNT 5 PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
IT HYDROGRAPH TIME DATA
NMIN 5 MINUTES IN COMPUTATION INTERVAL
IDATE 1 0 STARTING DATE
ITIME 0000 STARTING TIME
NQ 300 NUMBER OF HYDROGRAPH ORDINATES
NDDATE 2 0 ENDING DATE
NDTIME 0055 ENDING TIME
ICENT 19 CENTURY MARK
COMPUTATION INTERVAL .08 HOURS
TOTAL TIME BASE 24.92 HOURS
ENGLISH UNITS
DRAINAGE AREA SQUARE MILES
PRECIPITATION DEPTH INCHES
LENGTH, ELEVATION FEET
FLOW CUBIC FEET PER SECOND
STORAGE VOLUME ACRE-FEET
SURFACE AREA ACRES
TEMPERATURE DEGREES FAHRENHEIT
JP MULTI-PLAN OPTION
NPLAN 1 NUMBER OF PLANS
JR MULTI-RATIO OPTION
RATIOS OF PRECIPITATION
.88 .88 .87 .86 .85
*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***
**************
* *
120 KK * OAKEYIN *
* *
**************
123 KO OUTPUT CONTROL VARIABLES
IPRNT 1 PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
124 HC HYDROGRAPH COMBINATION
ICOMP 2 NUMBER OF HYDROGRAPHS TO COMBINE
***
***********************************************************************************************************************************
HYDROGRAPH AT STATION OAKEYIN
SUM OF 2 HYDROGRAPHS
PLAN 1, RATIO = .88
***********************************************************************************************************************************
* * *
DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW
* * *
1 0000 1 0. * 1 0615 76 46. * 1 1230 151 0. * 1 1845 226 0.
1 0005 2 0. * 1 0620 77 38. * 1 1235 152 0. * 1 1850 227 0.
1 0010 3 0. * 1 0625 78 31. * 1 1240 153 0. * 1 1855 228 0.
1 0015 4 0. * 1 0630 79 25. * 1 1245 154 0. * 1 1900 229 0.
1 0020 5 0. * 1 0635 80 19. * 1 1250 155 0. * 1 1905 230 0.
1 0025 6 0. * 1 0640 81 15. * 1 1255 156 0. * 1 1910 231 0.
1 0030 7 2. * 1 0645 82 12. * 1 1300 157 0. * 1 1915 232 0.
1 0035 8 5. * 1 0650 83 9. * 1 1305 158 0. * 1 1920 233 0.
1 0040 9 9. * 1 0655 84 6. * 1 1310 159 0. * 1 1925 234 0.
1 0045 10 13. * 1 0700 85 5. * 1 1315 160 0. * 1 1930 235 0.
1 0050 11 15. * 1 0705 86 3. * 1 1320 161 0. * 1 1935 236 0.
1 0055 12 15. * 1 0710 87 2. * 1 1325 162 0. * 1 1940 237 0.
1 0100 13 15. * 1 0715 88 2. * 1 1330 163 0. * 1 1945 238 0.
1 0105 14 14. * 1 0720 89 1. * 1 1335 164 0. * 1 1950 239 0.
1 0110 15 14. * 1 0725 90 1. * 1 1340 165 0. * 1 1955 240 0.
1 0115 16 15. * 1 0730 91 1. * 1 1345 166 0. * 1 2000 241 0.
1 0120 17 17. * 1 0735 92 0. * 1 1350 167 0. * 1 2005 242 0.
1 0125 18 20. * 1 0740 93 0. * 1 1355 168 0. * 1 2010 243 0.
1 0130 19 24. * 1 0745 94 0. * 1 1400 169 0. * 1 2015 244 0.
1 0135 20 32. * 1 0750 95 0. * 1 1405 170 0. * 1 2020 245 0.
1 0140 21 41. * 1 0755 96 0. * 1 1410 171 0. * 1 2025 246 0.
1 0145 22 50. * 1 0800 97 0. * 1 1415 172 0. * 1 2030 247 0.
1 0150 23 58. * 1 0805 98 0. * 1 1420 173 0. * 1 2035 248 0.
1 0155 24 64. * 1 0810 99 0. * 1 1425 174 0. * 1 2040 249 0.
1 0200 25 68. * 1 0815 100 0. * 1 1430 175 0. * 1 2045 250 0.
1 0205 26 72. * 1 0820 101 0. * 1 1435 176 0. * 1 2050 251 0.
1 0210 27 74. * 1 0825 102 0. * 1 1440 177 0. * 1 2055 252 0.
1 0215 28 77. * 1 0830 103 0. * 1 1445 178 0. * 1 2100 253 0.
1 0220 29 81. * 1 0835 104 0. * 1 1450 179 0. * 1 2105 254 0.
1 0225 30 85. * 1 0840 105 0. * 1 1455 180 0. * 1 2110 255 0.
1 0230 31 88. * 1 0845 106 0. * 1 1500 181 0. * 1 2115 256 0.
1 0235 32 89. * 1 0850 107 0. * 1 1505 182 0. * 1 2120 257 0.
1 0240 33 90. * 1 0855 108 0. * 1 1510 183 0. * 1 2125 258 0.
1 0245 34 92. * 1 0900 109 0. * 1 1515 184 0. * 1 2130 259 0.
1 0250 35 97. * 1 0905 110 0. * 1 1520 185 0. * 1 2135 260 0.
1 0255 36 106. * 1 0910 111 0. * 1 1525 186 0. * 1 2140 261 0.
1 0300 37 117. * 1 0915 112 0. * 1 1530 187 0. * 1 2145 262 0.
1 0305 38 136. * 1 0920 113 0. * 1 1535 188 0. * 1 2150 263 0.
1 0310 39 172. * 1 0925 114 0. * 1 1540 189 0. * 1 2155 264 0.
1 0315 40 232. * 1 0930 115 0. * 1 1545 190 0. * 1 2200 265 0.
1 0320 41 330. * 1 0935 116 0. * 1 1550 191 0. * 1 2205 266 0.
1 0325 42 480. * 1 0940 117 0. * 1 1555 192 0. * 1 2210 267 0.
1 0330 43 696. * 1 0945 118 0. * 1 1600 193 0. * 1 2215 268 0.
1 0335 44 948. * 1 0950 119 0. * 1 1605 194 0. * 1 2220 269 0.
1 0340 45 1157. * 1 0955 120 0. * 1 1610 195 0. * 1 2225 270 0.
1 0345 46 1253. * 1 1000 121 0. * 1 1615 196 0. * 1 2230 271 0.
1 0350 47 1235. * 1 1005 122 0. * 1 1620 197 0. * 1 2235 272 0.
1 0355 48 1135. * 1 1010 123 0. * 1 1625 198 0. * 1 2240 273 0.
1 0400 49 1002. * 1 1015 124 0. * 1 1630 199 0. * 1 2245 274 0.
1 0405 50 860. * 1 1020 125 0. * 1 1635 200 0. * 1 2250 275 0.
1 0410 51 723. * 1 1025 126 0. * 1 1640 201 0. * 1 2255 276 0.
1 0415 52 601. * 1 1030 127 0. * 1 1645 202 0. * 1 2300 277 0.
1 0420 53 501. * 1 1035 128 0. * 1 1650 203 0. * 1 2305 278 0.
1 0425 54 424. * 1 1040 129 0. * 1 1655 204 0. * 1 2310 279 0.
1 0430 55 376. * 1 1045 130 0. * 1 1700 205 0. * 1 2315 280 0.
1 0435 56 361. * 1 1050 131 0. * 1 1705 206 0. * 1 2320 281 0.
1 0440 57 374. * 1 1055 132 0. * 1 1710 207 0. * 1 2325 282 0.
1 0445 58 403. * 1 1100 133 0. * 1 1715 208 0. * 1 2330 283 0.
1 0450 59 439. * 1 1105 134 0. * 1 1720 209 0. * 1 2335 284 0.
1 0455 60 473. * 1 1110 135 0. * 1 1725 210 0. * 1 2340 285 0.
1 0500 61 488. * 1 1115 136 0. * 1 1730 211 0. * 1 2345 286 0.
1 0505 62 472. * 1 1120 137 0. * 1 1735 212 0. * 1 2350 287 0.
1 0510 63 429. * 1 1125 138 0. * 1 1740 213 0. * 1 2355 288 0.
1 0515 64 371. * 1 1130 139 0. * 1 1745 214 0. * 2 0000 289 0.
1 0520 65 310. * 1 1135 140 0. * 1 1750 215 0. * 2 0005 290 0.
1 0525 66 253. * 1 1140 141 0. * 1 1755 216 0. * 2 0010 291 0.
1 0530 67 206. * 1 1145 142 0. * 1 1800 217 0. * 2 0015 292 0.
1 0535 68 168. * 1 1150 143 0. * 1 1805 218 0. * 2 0020 293 0.
1 0540 69 138. * 1 1155 144 0. * 1 1810 219 0. * 2 0025 294 0.
1 0545 70 114. * 1 1200 145 0. * 1 1815 220 0. * 2 0030 295 0.
1 0550 71 96. * 1 1205 146 0. * 1 1820 221 0. * 2 0035 296 0.
1 0555 72 83. * 1 1210 147 0. * 1 1825 222 0. * 2 0040 297 0.
1 0600 73 72. * 1 1215 148 0. * 1 1830 223 0. * 2 0045 298 0.
1 0605 74 63. * 1 1220 149 0. * 1 1835 224 0. * 2 0050 299 0.
1 0610 75 55. * 1 1225 150 0. * 1 1840 225 0. * 2 0055 300 0.
* * *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 1253. 3.75 269. 67. 65. 65.
(INCHES) 1.329 1.333 1.333 1.333
(AC-FT) 133. 134. 134. 134.
CUMULATIVE AREA = 1.88 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION OAKEYIN
SUM OF 2 HYDROGRAPHS
PLAN 1, RATIO = .88
***********************************************************************************************************************************
* * *
DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW
* * *
1 0000 1 0. * 1 0615 76 46. * 1 1230 151 0. * 1 1845 226 0.
1 0005 2 0. * 1 0620 77 38. * 1 1235 152 0. * 1 1850 227 0.
1 0010 3 0. * 1 0625 78 31. * 1 1240 153 0. * 1 1855 228 0.
1 0015 4 0. * 1 0630 79 24. * 1 1245 154 0. * 1 1900 229 0.
1 0020 5 0. * 1 0635 80 19. * 1 1250 155 0. * 1 1905 230 0.
1 0025 6 0. * 1 0640 81 15. * 1 1255 156 0. * 1 1910 231 0.
1 0030 7 1. * 1 0645 82 12. * 1 1300 157 0. * 1 1915 232 0.
1 0035 8 4. * 1 0650 83 9. * 1 1305 158 0. * 1 1920 233 0.
1 0040 9 9. * 1 0655 84 6. * 1 1310 159 0. * 1 1925 234 0.
1 0045 10 12. * 1 0700 85 4. * 1 1315 160 0. * 1 1930 235 0.
1 0050 11 15. * 1 0705 86 3. * 1 1320 161 0. * 1 1935 236 0.
1 0055 12 15. * 1 0710 87 2. * 1 1325 162 0. * 1 1940 237 0.
1 0100 13 14. * 1 0715 88 2. * 1 1330 163 0. * 1 1945 238 0.
1 0105 14 14. * 1 0720 89 1. * 1 1335 164 0. * 1 1950 239 0.
1 0110 15 14. * 1 0725 90 1. * 1 1340 165 0. * 1 1955 240 0.
1 0115 16 15. * 1 0730 91 1. * 1 1345 166 0. * 1 2000 241 0.
1 0120 17 16. * 1 0735 92 0. * 1 1350 167 0. * 1 2005 242 0.
1 0125 18 19. * 1 0740 93 0. * 1 1355 168 0. * 1 2010 243 0.
1 0130 19 24. * 1 0745 94 0. * 1 1400 169 0. * 1 2015 244 0.
1 0135 20 31. * 1 0750 95 0. * 1 1405 170 0. * 1 2020 245 0.
1 0140 21 40. * 1 0755 96 0. * 1 1410 171 0. * 1 2025 246 0.
1 0145 22 49. * 1 0800 97 0. * 1 1415 172 0. * 1 2030 247 0.
1 0150 23 57. * 1 0805 98 0. * 1 1420 173 0. * 1 2035 248 0.
1 0155 24 63. * 1 0810 99 0. * 1 1425 174 0. * 1 2040 249 0.
1 0200 25 67. * 1 0815 100 0. * 1 1430 175 0. * 1 2045 250 0.
1 0205 26 70. * 1 0820 101 0. * 1 1435 176 0. * 1 2050 251 0.
1 0210 27 73. * 1 0825 102 0. * 1 1440 177 0. * 1 2055 252 0.
1 0215 28 76. * 1 0830 103 0. * 1 1445 178 0. * 1 2100 253 0.
1 0220 29 80. * 1 0835 104 0. * 1 1450 179 0. * 1 2105 254 0.
1 0225 30 84. * 1 0840 105 0. * 1 1455 180 0. * 1 2110 255 0.
1 0230 31 87. * 1 0845 106 0. * 1 1500 181 0. * 1 2115 256 0.
1 0235 32 88. * 1 0850 107 0. * 1 1505 182 0. * 1 2120 257 0.
1 0240 33 88. * 1 0855 108 0. * 1 1510 183 0. * 1 2125 258 0.
1 0245 34 91. * 1 0900 109 0. * 1 1515 184 0. * 1 2130 259 0.
1 0250 35 96. * 1 0905 110 0. * 1 1520 185 0. * 1 2135 260 0.
1 0255 36 104. * 1 0910 111 0. * 1 1525 186 0. * 1 2140 261 0.
1 0300 37 116. * 1 0915 112 0. * 1 1530 187 0. * 1 2145 262 0.
1 0305 38 135. * 1 0920 113 0. * 1 1535 188 0. * 1 2150 263 0.
1 0310 39 170. * 1 0925 114 0. * 1 1540 189 0. * 1 2155 264 0.
1 0315 40 230. * 1 0930 115 0. * 1 1545 190 0. * 1 2200 265 0.
1 0320 41 327. * 1 0935 116 0. * 1 1550 191 0. * 1 2205 266 0.
1 0325 42 475. * 1 0940 117 0. * 1 1555 192 0. * 1 2210 267 0.
1 0330 43 689. * 1 0945 118 0. * 1 1600 193 0. * 1 2215 268 0.
1 0335 44 939. * 1 0950 119 0. * 1 1605 194 0. * 1 2220 269 0.
1 0340 45 1147. * 1 0955 120 0. * 1 1610 195 0. * 1 2225 270 0.
1 0345 46 1241. * 1 1000 121 0. * 1 1615 196 0. * 1 2230 271 0.
1 0350 47 1225. * 1 1005 122 0. * 1 1620 197 0. * 1 2235 272 0.
1 0355 48 1128. * 1 1010 123 0. * 1 1625 198 0. * 1 2240 273 0.
1 0400 49 994. * 1 1015 124 0. * 1 1630 199 0. * 1 2245 274 0.
1 0405 50 854. * 1 1020 125 0. * 1 1635 200 0. * 1 2250 275 0.
1 0410 51 717. * 1 1025 126 0. * 1 1640 201 0. * 1 2255 276 0.
1 0415 52 597. * 1 1030 127 0. * 1 1645 202 0. * 1 2300 277 0.
1 0420 53 497. * 1 1035 128 0. * 1 1650 203 0. * 1 2305 278 0.
1 0425 54 421. * 1 1040 129 0. * 1 1655 204 0. * 1 2310 279 0.
1 0430 55 373. * 1 1045 130 0. * 1 1700 205 0. * 1 2315 280 0.
1 0435 56 358. * 1 1050 131 0. * 1 1705 206 0. * 1 2320 281 0.
1 0440 57 371. * 1 1055 132 0. * 1 1710 207 0. * 1 2325 282 0.
1 0445 58 400. * 1 1100 133 0. * 1 1715 208 0. * 1 2330 283 0.
1 0450 59 436. * 1 1105 134 0. * 1 1720 209 0. * 1 2335 284 0.
1 0455 60 470. * 1 1110 135 0. * 1 1725 210 0. * 1 2340 285 0.
1 0500 61 485. * 1 1115 136 0. * 1 1730 211 0. * 1 2345 286 0.
1 0505 62 469. * 1 1120 137 0. * 1 1735 212 0. * 1 2350 287 0.
1 0510 63 426. * 1 1125 138 0. * 1 1740 213 0. * 1 2355 288 0.
1 0515 64 369. * 1 1130 139 0. * 1 1745 214 0. * 2 0000 289 0.
1 0520 65 308. * 1 1135 140 0. * 1 1750 215 0. * 2 0005 290 0.
1 0525 66 252. * 1 1140 141 0. * 1 1755 216 0. * 2 0010 291 0.
1 0530 67 205. * 1 1145 142 0. * 1 1800 217 0. * 2 0015 292 0.
1 0535 68 167. * 1 1150 143 0. * 1 1805 218 0. * 2 0020 293 0.
1 0540 69 137. * 1 1155 144 0. * 1 1810 219 0. * 2 0025 294 0.
1 0545 70 113. * 1 1200 145 0. * 1 1815 220 0. * 2 0030 295 0.
1 0550 71 95. * 1 1205 146 0. * 1 1820 221 0. * 2 0035 296 0.
1 0555 72 82. * 1 1210 147 0. * 1 1825 222 0. * 2 0040 297 0.
1 0600 73 72. * 1 1215 148 0. * 1 1830 223 0. * 2 0045 298 0.
1 0605 74 63. * 1 1220 149 0. * 1 1835 224 0. * 2 0050 299 0.
1 0610 75 54. * 1 1225 150 0. * 1 1840 225 0. * 2 0055 300 0.
* * *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 1241. 3.75 266. 67. 64. 64.
(INCHES) 1.318 1.321 1.321 1.321
(AC-FT) 132. 132. 132. 132.
CUMULATIVE AREA = 1.88 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION OAKEYIN
SUM OF 2 HYDROGRAPHS
PLAN 1, RATIO = .87
***********************************************************************************************************************************
* * *
DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW
* * *
1 0000 1 0. * 1 0615 76 45. * 1 1230 151 0. * 1 1845 226 0.
1 0005 2 0. * 1 0620 77 37. * 1 1235 152 0. * 1 1850 227 0.
1 0010 3 0. * 1 0625 78 30. * 1 1240 153 0. * 1 1855 228 0.
1 0015 4 0. * 1 0630 79 24. * 1 1245 154 0. * 1 1900 229 0.
1 0020 5 0. * 1 0635 80 19. * 1 1250 155 0. * 1 1905 230 0.
1 0025 6 0. * 1 0640 81 15. * 1 1255 156 0. * 1 1910 231 0.
1 0030 7 1. * 1 0645 82 11. * 1 1300 157 0. * 1 1915 232 0.
1 0035 8 4. * 1 0650 83 9. * 1 1305 158 0. * 1 1920 233 0.
1 0040 9 8. * 1 0655 84 6. * 1 1310 159 0. * 1 1925 234 0.
1 0045 10 12. * 1 0700 85 4. * 1 1315 160 0. * 1 1930 235 0.
1 0050 11 14. * 1 0705 86 3. * 1 1320 161 0. * 1 1935 236 0.
1 0055 12 14. * 1 0710 87 2. * 1 1325 162 0. * 1 1940 237 0.
1 0100 13 14. * 1 0715 88 2. * 1 1330 163 0. * 1 1945 238 0.
1 0105 14 13. * 1 0720 89 1. * 1 1335 164 0. * 1 1950 239 0.
1 0110 15 13. * 1 0725 90 1. * 1 1340 165 0. * 1 1955 240 0.
1 0115 16 14. * 1 0730 91 1. * 1 1345 166 0. * 1 2000 241 0.
1 0120 17 15. * 1 0735 92 0. * 1 1350 167 0. * 1 2005 242 0.
1 0125 18 18. * 1 0740 93 0. * 1 1355 168 0. * 1 2010 243 0.
1 0130 19 23. * 1 0745 94 0. * 1 1400 169 0. * 1 2015 244 0.
1 0135 20 30. * 1 0750 95 0. * 1 1405 170 0. * 1 2020 245 0.
1 0140 21 38. * 1 0755 96 0. * 1 1410 171 0. * 1 2025 246 0.
1 0145 22 47. * 1 0800 97 0. * 1 1415 172 0. * 1 2030 247 0.
1 0150 23 55. * 1 0805 98 0. * 1 1420 173 0. * 1 2035 248 0.
1 0155 24 61. * 1 0810 99 0. * 1 1425 174 0. * 1 2040 249 0.
1 0200 25 65. * 1 0815 100 0. * 1 1430 175 0. * 1 2045 250 0.
1 0205 26 68. * 1 0820 101 0. * 1 1435 176 0. * 1 2050 251 0.
1 0210 27 71. * 1 0825 102 0. * 1 1440 177 0. * 1 2055 252 0.
1 0215 28 74. * 1 0830 103 0. * 1 1445 178 0. * 1 2100 253 0.
1 0220 29 77. * 1 0835 104 0. * 1 1450 179 0. * 1 2105 254 0.
1 0225 30 81. * 1 0840 105 0. * 1 1455 180 0. * 1 2110 255 0.
1 0230 31 85. * 1 0845 106 0. * 1 1500 181 0. * 1 2115 256 0.
1 0235 32 86. * 1 0850 107 0. * 1 1505 182 0. * 1 2120 257 0.
1 0240 33 86. * 1 0855 108 0. * 1 1510 183 0. * 1 2125 258 0.
1 0245 34 88. * 1 0900 109 0. * 1 1515 184 0. * 1 2130 259 0.
1 0250 35 94. * 1 0905 110 0. * 1 1520 185 0. * 1 2135 260 0.
1 0255 36 102. * 1 0910 111 0. * 1 1525 186 0. * 1 2140 261 0.
1 0300 37 113. * 1 0915 112 0. * 1 1530 187 0. * 1 2145 262 0.
1 0305 38 132. * 1 0920 113 0. * 1 1535 188 0. * 1 2150 263 0.
1 0310 39 166. * 1 0925 114 0. * 1 1540 189 0. * 1 2155 264 0.
1 0315 40 224. * 1 0930 115 0. * 1 1545 190 0. * 1 2200 265 0.
1 0320 41 320. * 1 0935 116 0. * 1 1550 191 0. * 1 2205 266 0.
1 0325 42 465. * 1 0940 117 0. * 1 1555 192 0. * 1 2210 267 0.
1 0330 43 676. * 1 0945 118 0. * 1 1600 193 0. * 1 2215 268 0.
1 0335 44 921. * 1 0950 119 0. * 1 1605 194 0. * 1 2220 269 0.
1 0340 45 1125. * 1 0955 120 0. * 1 1610 195 0. * 1 2225 270 0.
1 0345 46 1220. * 1 1000 121 0. * 1 1615 196 0. * 1 2230 271 0.
1 0350 47 1207. * 1 1005 122 0. * 1 1620 197 0. * 1 2235 272 0.
1 0355 48 1112. * 1 1010 123 0. * 1 1625 198 0. * 1 2240 273 0.
1 0400 49 980. * 1 1015 124 0. * 1 1630 199 0. * 1 2245 274 0.
1 0405 50 841. * 1 1020 125 0. * 1 1635 200 0. * 1 2250 275 0.
1 0410 51 706. * 1 1025 126 0. * 1 1640 201 0. * 1 2255 276 0.
1 0415 52 588. * 1 1030 127 0. * 1 1645 202 0. * 1 2300 277 0.
1 0420 53 490. * 1 1035 128 0. * 1 1650 203 0. * 1 2305 278 0.
1 0425 54 415. * 1 1040 129 0. * 1 1655 204 0. * 1 2310 279 0.
1 0430 55 368. * 1 1045 130 0. * 1 1700 205 0. * 1 2315 280 0.
1 0435 56 353. * 1 1050 131 0. * 1 1705 206 0. * 1 2320 281 0.
1 0440 57 366. * 1 1055 132 0. * 1 1710 207 0. * 1 2325 282 0.
1 0445 58 395. * 1 1100 133 0. * 1 1715 208 0. * 1 2330 283 0.
1 0450 59 430. * 1 1105 134 0. * 1 1720 209 0. * 1 2335 284 0.
1 0455 60 463. * 1 1110 135 0. * 1 1725 210 0. * 1 2340 285 0.
1 0500 61 477. * 1 1115 136 0. * 1 1730 211 0. * 1 2345 286 0.
1 0505 62 461. * 1 1120 137 0. * 1 1735 212 0. * 1 2350 287 0.
1 0510 63 420. * 1 1125 138 0. * 1 1740 213 0. * 1 2355 288 0.
1 0515 64 363. * 1 1130 139 0. * 1 1745 214 0. * 2 0000 289 0.
1 0520 65 303. * 1 1135 140 0. * 1 1750 215 0. * 2 0005 290 0.
1 0525 66 249. * 1 1140 141 0. * 1 1755 216 0. * 2 0010 291 0.
1 0530 67 202. * 1 1145 142 0. * 1 1800 217 0. * 2 0015 292 0.
1 0535 68 165. * 1 1150 143 0. * 1 1805 218 0. * 2 0020 293 0.
1 0540 69 135. * 1 1155 144 0. * 1 1810 219 0. * 2 0025 294 0.
1 0545 70 111. * 1 1200 145 0. * 1 1815 220 0. * 2 0030 295 0.
1 0550 71 94. * 1 1205 146 0. * 1 1820 221 0. * 2 0035 296 0.
1 0555 72 81. * 1 1210 147 0. * 1 1825 222 0. * 2 0040 297 0.
1 0600 73 71. * 1 1215 148 0. * 1 1830 223 0. * 2 0045 298 0.
1 0605 74 62. * 1 1220 149 0. * 1 1835 224 0. * 2 0050 299 0.
1 0610 75 54. * 1 1225 150 0. * 1 1840 225 0. * 2 0055 300 0.
* * *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 1220. 3.75 262. 66. 63. 63.
(INCHES) 1.295 1.299 1.299 1.299
(AC-FT) 130. 130. 130. 130.
CUMULATIVE AREA = 1.88 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION OAKEYIN
SUM OF 2 HYDROGRAPHS
PLAN 1, RATIO = .86
***********************************************************************************************************************************
* * *
DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW
* * *
1 0000 1 0. * 1 0615 76 45. * 1 1230 151 0. * 1 1845 226 0.
1 0005 2 0. * 1 0620 77 37. * 1 1235 152 0. * 1 1850 227 0.
1 0010 3 0. * 1 0625 78 30. * 1 1240 153 0. * 1 1855 228 0.
1 0015 4 0. * 1 0630 79 24. * 1 1245 154 0. * 1 1900 229 0.
1 0020 5 0. * 1 0635 80 19. * 1 1250 155 0. * 1 1905 230 0.
1 0025 6 0. * 1 0640 81 15. * 1 1255 156 0. * 1 1910 231 0.
1 0030 7 1. * 1 0645 82 11. * 1 1300 157 0. * 1 1915 232 0.
1 0035 8 4. * 1 0650 83 8. * 1 1305 158 0. * 1 1920 233 0.
1 0040 9 8. * 1 0655 84 6. * 1 1310 159 0. * 1 1925 234 0.
1 0045 10 11. * 1 0700 85 4. * 1 1315 160 0. * 1 1930 235 0.
1 0050 11 13. * 1 0705 86 3. * 1 1320 161 0. * 1 1935 236 0.
1 0055 12 13. * 1 0710 87 2. * 1 1325 162 0. * 1 1940 237 0.
1 0100 13 13. * 1 0715 88 2. * 1 1330 163 0. * 1 1945 238 0.
1 0105 14 12. * 1 0720 89 1. * 1 1335 164 0. * 1 1950 239 0.
1 0110 15 12. * 1 0725 90 1. * 1 1340 165 0. * 1 1955 240 0.
1 0115 16 13. * 1 0730 91 1. * 1 1345 166 0. * 1 2000 241 0.
1 0120 17 15. * 1 0735 92 0. * 1 1350 167 0. * 1 2005 242 0.
1 0125 18 17. * 1 0740 93 0. * 1 1355 168 0. * 1 2010 243 0.
1 0130 19 22. * 1 0745 94 0. * 1 1400 169 0. * 1 2015 244 0.
1 0135 20 29. * 1 0750 95 0. * 1 1405 170 0. * 1 2020 245 0.
1 0140 21 37. * 1 0755 96 0. * 1 1410 171 0. * 1 2025 246 0.
1 0145 22 46. * 1 0800 97 0. * 1 1415 172 0. * 1 2030 247 0.
1 0150 23 53. * 1 0805 98 0. * 1 1420 173 0. * 1 2035 248 0.
1 0155 24 59. * 1 0810 99 0. * 1 1425 174 0. * 1 2040 249 0.
1 0200 25 63. * 1 0815 100 0. * 1 1430 175 0. * 1 2045 250 0.
1 0205 26 66. * 1 0820 101 0. * 1 1435 176 0. * 1 2050 251 0.
1 0210 27 69. * 1 0825 102 0. * 1 1440 177 0. * 1 2055 252 0.
1 0215 28 72. * 1 0830 103 0. * 1 1445 178 0. * 1 2100 253 0.
1 0220 29 76. * 1 0835 104 0. * 1 1450 179 0. * 1 2105 254 0.
1 0225 30 80. * 1 0840 105 0. * 1 1455 180 0. * 1 2110 255 0.
1 0230 31 83. * 1 0845 106 0. * 1 1500 181 0. * 1 2115 256 0.
1 0235 32 84. * 1 0850 107 0. * 1 1505 182 0. * 1 2120 257 0.
1 0240 33 84. * 1 0855 108 0. * 1 1510 183 0. * 1 2125 258 0.
1 0245 34 86. * 1 0900 109 0. * 1 1515 184 0. * 1 2130 259 0.
1 0250 35 92. * 1 0905 110 0. * 1 1520 185 0. * 1 2135 260 0.
1 0255 36 100. * 1 0910 111 0. * 1 1525 186 0. * 1 2140 261 0.
1 0300 37 111. * 1 0915 112 0. * 1 1530 187 0. * 1 2145 262 0.
1 0305 38 129. * 1 0920 113 0. * 1 1535 188 0. * 1 2150 263 0.
1 0310 39 163. * 1 0925 114 0. * 1 1540 189 0. * 1 2155 264 0.
1 0315 40 220. * 1 0930 115 0. * 1 1545 190 0. * 1 2200 265 0.
1 0320 41 314. * 1 0935 116 0. * 1 1550 191 0. * 1 2205 266 0.
1 0325 42 457. * 1 0940 117 0. * 1 1555 192 0. * 1 2210 267 0.
1 0330 43 665. * 1 0945 118 0. * 1 1600 193 0. * 1 2215 268 0.
1 0335 44 908. * 1 0950 119 0. * 1 1605 194 0. * 1 2220 269 0.
1 0340 45 1109. * 1 0955 120 0. * 1 1610 195 0. * 1 2225 270 0.
1 0345 46 1201. * 1 1000 121 0. * 1 1615 196 0. * 1 2230 271 0.
1 0350 47 1189. * 1 1005 122 0. * 1 1620 197 0. * 1 2235 272 0.
1 0355 48 1096. * 1 1010 123 0. * 1 1625 198 0. * 1 2240 273 0.
1 0400 49 968. * 1 1015 124 0. * 1 1630 199 0. * 1 2245 274 0.
1 0405 50 831. * 1 1020 125 0. * 1 1635 200 0. * 1 2250 275 0.
1 0410 51 698. * 1 1025 126 0. * 1 1640 201 0. * 1 2255 276 0.
1 0415 52 580. * 1 1030 127 0. * 1 1645 202 0. * 1 2300 277 0.
1 0420 53 483. * 1 1035 128 0. * 1 1650 203 0. * 1 2305 278 0.
1 0425 54 410. * 1 1040 129 0. * 1 1655 204 0. * 1 2310 279 0.
1 0430 55 363. * 1 1045 130 0. * 1 1700 205 0. * 1 2315 280 0.
1 0435 56 348. * 1 1050 131 0. * 1 1705 206 0. * 1 2320 281 0.
1 0440 57 361. * 1 1055 132 0. * 1 1710 207 0. * 1 2325 282 0.
1 0445 58 390. * 1 1100 133 0. * 1 1715 208 0. * 1 2330 283 0.
1 0450 59 425. * 1 1105 134 0. * 1 1720 209 0. * 1 2335 284 0.
1 0455 60 457. * 1 1110 135 0. * 1 1725 210 0. * 1 2340 285 0.
1 0500 61 471. * 1 1115 136 0. * 1 1730 211 0. * 1 2345 286 0.
1 0505 62 456. * 1 1120 137 0. * 1 1735 212 0. * 1 2350 287 0.
1 0510 63 414. * 1 1125 138 0. * 1 1740 213 0. * 1 2355 288 0.
1 0515 64 358. * 1 1130 139 0. * 1 1745 214 0. * 2 0000 289 0.
1 0520 65 300. * 1 1135 140 0. * 1 1750 215 0. * 2 0005 290 0.
1 0525 66 246. * 1 1140 141 0. * 1 1755 216 0. * 2 0010 291 0.
1 0530 67 200. * 1 1145 142 0. * 1 1800 217 0. * 2 0015 292 0.
1 0535 68 163. * 1 1150 143 0. * 1 1805 218 0. * 2 0020 293 0.
1 0540 69 134. * 1 1155 144 0. * 1 1810 219 0. * 2 0025 294 0.
1 0545 70 110. * 1 1200 145 0. * 1 1815 220 0. * 2 0030 295 0.
1 0550 71 93. * 1 1205 146 0. * 1 1820 221 0. * 2 0035 296 0.
1 0555 72 80. * 1 1210 147 0. * 1 1825 222 0. * 2 0040 297 0.
1 0600 73 70. * 1 1215 148 0. * 1 1830 223 0. * 2 0045 298 0.
1 0605 74 61. * 1 1220 149 0. * 1 1835 224 0. * 2 0050 299 0.
1 0610 75 53. * 1 1225 150 0. * 1 1840 225 0. * 2 0055 300 0.
* * *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 1201. 3.75 258. 65. 62. 62.
(INCHES) 1.276 1.280 1.280 1.280
(AC-FT) 128. 128. 128. 128.
CUMULATIVE AREA = 1.88 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION OAKEYIN
SUM OF 2 HYDROGRAPHS
PLAN 1, RATIO = .85
***********************************************************************************************************************************
* * *
DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW
* * *
1 0000 1 0. * 1 0615 76 44. * 1 1230 151 0. * 1 1845 226 0.
1 0005 2 0. * 1 0620 77 36. * 1 1235 152 0. * 1 1850 227 0.
1 0010 3 0. * 1 0625 78 30. * 1 1240 153 0. * 1 1855 228 0.
1 0015 4 0. * 1 0630 79 24. * 1 1245 154 0. * 1 1900 229 0.
1 0020 5 0. * 1 0635 80 19. * 1 1250 155 0. * 1 1905 230 0.
1 0025 6 0. * 1 0640 81 15. * 1 1255 156 0. * 1 1910 231 0.
1 0030 7 1. * 1 0645 82 11. * 1 1300 157 0. * 1 1915 232 0.
1 0035 8 3. * 1 0650 83 8. * 1 1305 158 0. * 1 1920 233 0.
1 0040 9 7. * 1 0655 84 6. * 1 1310 159 0. * 1 1925 234 0.
1 0045 10 11. * 1 0700 85 4. * 1 1315 160 0. * 1 1930 235 0.
1 0050 11 12. * 1 0705 86 3. * 1 1320 161 0. * 1 1935 236 0.
1 0055 12 13. * 1 0710 87 2. * 1 1325 162 0. * 1 1940 237 0.
1 0100 13 12. * 1 0715 88 2. * 1 1330 163 0. * 1 1945 238 0.
1 0105 14 12. * 1 0720 89 1. * 1 1335 164 0. * 1 1950 239 0.
1 0110 15 12. * 1 0725 90 1. * 1 1340 165 0. * 1 1955 240 0.
1 0115 16 13. * 1 0730 91 1. * 1 1345 166 0. * 1 2000 241 0.
1 0120 17 14. * 1 0735 92 0. * 1 1350 167 0. * 1 2005 242 0.
1 0125 18 17. * 1 0740 93 0. * 1 1355 168 0. * 1 2010 243 0.
1 0130 19 21. * 1 0745 94 0. * 1 1400 169 0. * 1 2015 244 0.
1 0135 20 28. * 1 0750 95 0. * 1 1405 170 0. * 1 2020 245 0.
1 0140 21 36. * 1 0755 96 0. * 1 1410 171 0. * 1 2025 246 0.
1 0145 22 45. * 1 0800 97 0. * 1 1415 172 0. * 1 2030 247 0.
1 0150 23 52. * 1 0805 98 0. * 1 1420 173 0. * 1 2035 248 0.
1 0155 24 57. * 1 0810 99 0. * 1 1425 174 0. * 1 2040 249 0.
1 0200 25 61. * 1 0815 100 0. * 1 1430 175 0. * 1 2045 250 0.
1 0205 26 65. * 1 0820 101 0. * 1 1435 176 0. * 1 2050 251 0.
1 0210 27 67. * 1 0825 102 0. * 1 1440 177 0. * 1 2055 252 0.
1 0215 28 70. * 1 0830 103 0. * 1 1445 178 0. * 1 2100 253 0.
1 0220 29 74. * 1 0835 104 0. * 1 1450 179 0. * 1 2105 254 0.
1 0225 30 78. * 1 0840 105 0. * 1 1455 180 0. * 1 2110 255 0.
1 0230 31 81. * 1 0845 106 0. * 1 1500 181 0. * 1 2115 256 0.
1 0235 32 82. * 1 0850 107 0. * 1 1505 182 0. * 1 2120 257 0.
1 0240 33 83. * 1 0855 108 0. * 1 1510 183 0. * 1 2125 258 0.
1 0245 34 85. * 1 0900 109 0. * 1 1515 184 0. * 1 2130 259 0.
1 0250 35 90. * 1 0905 110 0. * 1 1520 185 0. * 1 2135 260 0.
1 0255 36 98. * 1 0910 111 0. * 1 1525 186 0. * 1 2140 261 0.
1 0300 37 109. * 1 0915 112 0. * 1 1530 187 0. * 1 2145 262 0.
1 0305 38 127. * 1 0920 113 0. * 1 1535 188 0. * 1 2150 263 0.
1 0310 39 160. * 1 0925 114 0. * 1 1540 189 0. * 1 2155 264 0.
1 0315 40 217. * 1 0930 115 0. * 1 1545 190 0. * 1 2200 265 0.
1 0320 41 309. * 1 0935 116 0. * 1 1550 191 0. * 1 2205 266 0.
1 0325 42 451. * 1 0940 117 0. * 1 1555 192 0. * 1 2210 267 0.
1 0330 43 656. * 1 0945 118 0. * 1 1600 193 0. * 1 2215 268 0.
1 0335 44 895. * 1 0950 119 0. * 1 1605 194 0. * 1 2220 269 0.
1 0340 45 1094. * 1 0955 120 0. * 1 1610 195 0. * 1 2225 270 0.
1 0345 46 1185. * 1 1000 121 0. * 1 1615 196 0. * 1 2230 271 0.
1 0350 47 1172. * 1 1005 122 0. * 1 1620 197 0. * 1 2235 272 0.
1 0355 48 1081. * 1 1010 123 0. * 1 1625 198 0. * 1 2240 273 0.
1 0400 49 955. * 1 1015 124 0. * 1 1630 199 0. * 1 2245 274 0.
1 0405 50 821. * 1 1020 125 0. * 1 1635 200 0. * 1 2250 275 0.
1 0410 51 690. * 1 1025 126 0. * 1 1640 201 0. * 1 2255 276 0.
1 0415 52 574. * 1 1030 127 0. * 1 1645 202 0. * 1 2300 277 0.
1 0420 53 478. * 1 1035 128 0. * 1 1650 203 0. * 1 2305 278 0.
1 0425 54 405. * 1 1040 129 0. * 1 1655 204 0. * 1 2310 279 0.
1 0430 55 359. * 1 1045 130 0. * 1 1700 205 0. * 1 2315 280 0.
1 0435 56 344. * 1 1050 131 0. * 1 1705 206 0. * 1 2320 281 0.
1 0440 57 357. * 1 1055 132 0. * 1 1710 207 0. * 1 2325 282 0.
1 0445 58 385. * 1 1100 133 0. * 1 1715 208 0. * 1 2330 283 0.
1 0450 59 420. * 1 1105 134 0. * 1 1720 209 0. * 1 2335 284 0.
1 0455 60 452. * 1 1110 135 0. * 1 1725 210 0. * 1 2340 285 0.
1 0500 61 466. * 1 1115 136 0. * 1 1730 211 0. * 1 2345 286 0.
1 0505 62 451. * 1 1120 137 0. * 1 1735 212 0. * 1 2350 287 0.
1 0510 63 410. * 1 1125 138 0. * 1 1740 213 0. * 1 2355 288 0.
1 0515 64 355. * 1 1130 139 0. * 1 1745 214 0. * 2 0000 289 0.
1 0520 65 297. * 1 1135 140 0. * 1 1750 215 0. * 2 0005 290 0.
1 0525 66 243. * 1 1140 141 0. * 1 1755 216 0. * 2 0010 291 0.
1 0530 67 198. * 1 1145 142 0. * 1 1800 217 0. * 2 0015 292 0.
1 0535 68 162. * 1 1150 143 0. * 1 1805 218 0. * 2 0020 293 0.
1 0540 69 133. * 1 1155 144 0. * 1 1810 219 0. * 2 0025 294 0.
1 0545 70 109. * 1 1200 145 0. * 1 1815 220 0. * 2 0030 295 0.
1 0550 71 92. * 1 1205 146 0. * 1 1820 221 0. * 2 0035 296 0.
1 0555 72 79. * 1 1210 147 0. * 1 1825 222 0. * 2 0040 297 0.
1 0600 73 70. * 1 1215 148 0. * 1 1830 223 0. * 2 0045 298 0.
1 0605 74 61. * 1 1220 149 0. * 1 1835 224 0. * 2 0050 299 0.
1 0610 75 52. * 1 1225 150 0. * 1 1840 225 0. * 2 0055 300 0.
* * *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 1185. 3.75 255. 64. 61. 61.
(INCHES) 1.259 1.263 1.263 1.263
(AC-FT) 126. 127. 127. 127.
CUMULATIVE AREA = 1.88 SQ MI
*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***
**************
* *
125 KK * OAKEYDB *
* *
**************
138 KO OUTPUT CONTROL VARIABLES
IPRNT 1 PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
HYDROGRAPH ROUTING DATA
139 RS STORAGE ROUTING
NSTPS 1 NUMBER OF SUBREACHES
ITYP STOR TYPE OF INITIAL CONDITION
RSVRIC .00 INITIAL CONDITION
X .00 WORKING R AND D COEFFICIENT
140 SV STORAGE .0 2.0 6.0 14.0 25.0 40.0 57.0 77.0 101.0 130.0
144.0 159.0 174.0 191.0 201.0 206.0 219.0 231.0 244.0 256.0
142 SE ELEVATION 26.00 28.00 30.00 31.00 34.00 36.00 38.00 40.00 42.00 44.00
45.00 46.00 47.00 48.00 48.50 49.00 50.00 51.00 52.00 53.00
145 SL LOW-LEVEL OUTLET
ELEVL 26.00 ELEVATION AT CENTER OF OUTLET
CAREA 1.40 CROSS-SECTIONAL AREA
COQL .65 COEFFICIENT
EXPL .50 EXPONENT OF HEAD
144 SS SPILLWAY
CREL 48.50 SPILLWAY CREST ELEVATION
SPWID 290.00 SPILLWAY WIDTH
COQW 3.10 WEIR COEFFICIENT
EXPW 1.50 EXPONENT OF HEAD
***
COMPUTED OUTFLOW-ELEVATION DATA
OUTFLOW .00 6.05 6.74 7.62 8.76 10.30 12.49 15.87 21.77 34.62
ELEVATION 26.00 26.69 26.85 27.09 27.44 27.99 28.93 30.73 34.90 48.50
OUTFLOW 43.30 103.63 267.08 585.07 1109.07 1890.51 2980.85 4431.53 6294.01 8619.72
ELEVATION 48.55 48.68 48.91 49.22 49.63 50.12 50.71 51.38 52.15 53.00
COMPUTED STORAGE-OUTFLOW-ELEVATION DATA
STORAGE .00 .69 .85 1.09 1.44 1.99 3.86 6.00 11.85 14.00
OUTFLOW .00 6.05 6.74 7.62 8.76 10.30 12.49 14.60 15.87 16.32
ELEVATION 26.00 26.69 26.85 27.09 27.44 27.99 28.93 30.00 30.73 31.00
STORAGE 25.00 31.71 40.00 57.00 77.00 101.00 130.00 144.00 159.00 174.00
OUTFLOW 20.64 21.77 23.08 25.28 27.31 29.19 30.96 31.81 32.64 33.44
ELEVATION 34.00 34.90 36.00 38.00 40.00 42.00 44.00 45.00 46.00 47.00
STORAGE 191.00 201.00 201.45 202.80 205.06 206.00 208.87 214.13 219.00 220.45
OUTFLOW 34.23 34.62 43.30 103.63 267.08 352.85 585.07 1109.07 1687.32 1890.51
ELEVATION 48.00 48.50 48.55 48.68 48.91 49.00 49.22 49.63 50.00 50.12
STORAGE 227.47 231.00 235.95 244.00 245.74 256.00
OUTFLOW 2980.85 3590.10 4431.53 5923.78 6294.01 8619.72
ELEVATION 50.71 51.00 51.38 52.00 52.15 53.00
***********************************************************************************************************************************
HYDROGRAPH AT STATION OAKEYDB
PLAN 1, RATIO = .88
***********************************************************************************************************************************
* *
DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE
* *
1 0000 1 0. .0 26.0 * 1 0820 101 30. 119.6 43.3 * 1 1640 201 29. 99.1 41.8
1 0005 2 0. .0 26.0 * 1 0825 102 30. 119.4 43.3 * 1 1645 202 29. 98.9 41.8
1 0010 3 0. .0 26.0 * 1 0830 103 30. 119.2 43.3 * 1 1650 203 29. 98.7 41.8
1 0015 4 0. .0 26.0 * 1 0835 104 30. 118.9 43.2 * 1 1655 204 29. 98.5 41.8
1 0020 5 0. .0 26.0 * 1 0840 105 30. 118.7 43.2 * 1 1700 205 29. 98.3 41.8
1 0025 6 0. .0 26.0 * 1 0845 106 30. 118.5 43.2 * 1 1705 206 29. 98.1 41.8
1 0030 7 0. .0 26.0 * 1 0850 107 30. 118.3 43.2 * 1 1710 207 29. 97.9 41.7
1 0035 8 0. .0 26.0 * 1 0855 108 30. 118.1 43.2 * 1 1715 208 29. 97.7 41.7
1 0040 9 1. .1 26.1 * 1 0900 109 30. 117.9 43.2 * 1 1720 209 29. 97.5 41.7
1 0045 10 1. .1 26.1 * 1 0905 110 30. 117.7 43.2 * 1 1725 210 29. 97.3 41.7
1 0050 11 2. .2 26.2 * 1 0910 111 30. 117.5 43.1 * 1 1730 211 29. 97.1 41.7
1 0055 12 3. .3 26.3 * 1 0915 112 30. 117.3 43.1 * 1 1735 212 29. 96.9 41.7
1 0100 13 3. .4 26.4 * 1 0920 113 30. 117.1 43.1 * 1 1740 213 29. 96.7 41.6
1 0105 14 4. .5 26.5 * 1 0925 114 30. 116.9 43.1 * 1 1745 214 29. 96.5 41.6
1 0110 15 5. .5 26.5 * 1 0930 115 30. 116.7 43.1 * 1 1750 215 29. 96.3 41.6
1 0115 16 5. .6 26.6 * 1 0935 116 30. 116.4 43.1 * 1 1755 216 29. 96.1 41.6
1 0120 17 6. .7 26.7 * 1 0940 117 30. 116.2 43.1 * 1 1800 217 29. 95.9 41.6
1 0125 18 6. .8 26.8 * 1 0945 118 30. 116.0 43.0 * 1 1805 218 29. 95.7 41.6
1 0130 19 7. .9 26.9 * 1 0950 119 30. 115.8 43.0 * 1 1810 219 29. 95.5 41.5
1 0135 20 7. 1.0 27.0 * 1 0955 120 30. 115.6 43.0 * 1 1815 220 29. 95.3 41.5
1 0140 21 8. 1.2 27.2 * 1 1000 121 30. 115.4 43.0 * 1 1820 221 29. 95.1 41.5
1 0145 22 9. 1.5 27.5 * 1 1005 122 30. 115.2 43.0 * 1 1825 222 29. 94.9 41.5
1 0150 23 10. 1.8 27.8 * 1 1010 123 30. 115.0 43.0 * 1 1830 223 29. 94.7 41.5
1 0155 24 10. 2.1 28.1 * 1 1015 124 30. 114.8 43.0 * 1 1835 224 29. 94.5 41.5
1 0200 25 11. 2.5 28.2 * 1 1020 125 30. 114.6 42.9 * 1 1840 225 29. 94.3 41.4
1 0205 26 11. 2.9 28.5 * 1 1025 126 30. 114.4 42.9 * 1 1845 226 29. 94.2 41.4
1 0210 27 12. 3.3 28.7 * 1 1030 127 30. 114.2 42.9 * 1 1850 227 29. 94.0 41.4
1 0215 28 12. 3.8 28.9 * 1 1035 128 30. 114.0 42.9 * 1 1855 228 29. 93.8 41.4
1 0220 29 13. 4.2 29.1 * 1 1040 129 30. 113.8 42.9 * 1 1900 229 29. 93.6 41.4
1 0225 30 13. 4.7 29.4 * 1 1045 130 30. 113.6 42.9 * 1 1905 230 29. 93.4 41.4
1 0230 31 14. 5.2 29.6 * 1 1050 131 30. 113.3 42.9 * 1 1910 231 29. 93.2 41.3
1 0235 32 14. 5.7 29.9 * 1 1055 132 30. 113.1 42.8 * 1 1915 232 29. 93.0 41.3
1 0240 33 15. 6.2 30.0 * 1 1100 133 30. 112.9 42.8 * 1 1920 233 29. 92.8 41.3
1 0245 34 15. 6.8 30.1 * 1 1105 134 30. 112.7 42.8 * 1 1925 234 29. 92.6 41.3
1 0250 35 15. 7.3 30.2 * 1 1110 135 30. 112.5 42.8 * 1 1930 235 29. 92.4 41.3
1 0255 36 15. 7.9 30.2 * 1 1115 136 30. 112.3 42.8 * 1 1935 236 29. 92.2 41.3
1 0300 37 15. 8.6 30.3 * 1 1120 137 30. 112.1 42.8 * 1 1940 237 28. 92.0 41.2
1 0305 38 15. 9.3 30.4 * 1 1125 138 30. 111.9 42.8 * 1 1945 238 28. 91.8 41.2
1 0310 39 16. 10.3 30.5 * 1 1130 139 30. 111.7 42.7 * 1 1950 239 28. 91.6 41.2
1 0315 40 16. 11.6 30.7 * 1 1135 140 30. 111.5 42.7 * 1 1955 240 28. 91.4 41.2
1 0320 41 16. 13.4 30.9 * 1 1140 141 30. 111.3 42.7 * 1 2000 241 28. 91.2 41.2
1 0325 42 17. 16.1 31.6 * 1 1145 142 30. 111.1 42.7 * 1 2005 242 28. 91.0 41.2
1 0330 43 19. 20.0 32.6 * 1 1150 143 30. 110.9 42.7 * 1 2010 243 28. 90.8 41.2
1 0335 44 21. 25.5 34.1 * 1 1155 144 30. 110.7 42.7 * 1 2015 244 28. 90.6 41.1
1 0340 45 22. 32.6 35.0 * 1 1200 145 30. 110.5 42.7 * 1 2020 245 28. 90.4 41.1
1 0345 46 23. 40.8 36.1 * 1 1205 146 30. 110.3 42.6 * 1 2025 246 28. 90.2 41.1
1 0350 47 24. 49.2 37.1 * 1 1210 147 30. 110.1 42.6 * 1 2030 247 28. 90.0 41.1
1 0355 48 25. 57.2 38.0 * 1 1215 148 30. 109.9 42.6 * 1 2035 248 28. 89.8 41.1
1 0400 49 26. 64.4 38.7 * 1 1220 149 30. 109.6 42.6 * 1 2040 249 28. 89.6 41.1
1 0405 50 27. 70.6 39.4 * 1 1225 150 30. 109.4 42.6 * 1 2045 250 28. 89.4 41.0
1 0410 51 27. 75.9 39.9 * 1 1230 151 30. 109.2 42.6 * 1 2050 251 28. 89.3 41.0
1 0415 52 28. 80.2 40.3 * 1 1235 152 30. 109.0 42.6 * 1 2055 252 28. 89.1 41.0
1 0420 53 28. 83.8 40.6 * 1 1240 153 30. 108.8 42.5 * 1 2100 253 28. 88.9 41.0
1 0425 54 28. 86.8 40.8 * 1 1245 154 30. 108.6 42.5 * 1 2105 254 28. 88.7 41.0
1 0430 55 28. 89.4 41.0 * 1 1250 155 30. 108.4 42.5 * 1 2110 255 28. 88.5 41.0
1 0435 56 28. 91.7 41.2 * 1 1255 156 30. 108.2 42.5 * 1 2115 256 28. 88.3 40.9
1 0440 57 29. 94.1 41.4 * 1 1300 157 30. 108.0 42.5 * 1 2120 257 28. 88.1 40.9
1 0445 58 29. 96.5 41.6 * 1 1305 158 30. 107.8 42.5 * 1 2125 258 28. 87.9 40.9
1 0450 59 29. 99.2 41.9 * 1 1310 159 30. 107.6 42.5 * 1 2130 259 28. 87.7 40.9
1 0455 60 29. 102.2 42.1 * 1 1315 160 30. 107.4 42.4 * 1 2135 260 28. 87.5 40.9
1 0500 61 29. 105.3 42.3 * 1 1320 161 30. 107.2 42.4 * 1 2140 261 28. 87.3 40.9
1 0505 62 30. 108.4 42.5 * 1 1325 162 30. 107.0 42.4 * 1 2145 262 28. 87.1 40.8
1 0510 63 30. 111.3 42.7 * 1 1330 163 30. 106.8 42.4 * 1 2150 263 28. 86.9 40.8
1 0515 64 30. 113.8 42.9 * 1 1335 164 30. 106.6 42.4 * 1 2155 264 28. 86.7 40.8
1 0520 65 30. 116.0 43.0 * 1 1340 165 30. 106.4 42.4 * 1 2200 265 28. 86.5 40.8
1 0525 66 30. 117.7 43.2 * 1 1345 166 30. 106.2 42.4 * 1 2205 266 28. 86.3 40.8
1 0530 67 30. 119.1 43.2 * 1 1350 167 29. 106.0 42.3 * 1 2210 267 28. 86.2 40.8
1 0535 68 30. 120.2 43.3 * 1 1355 168 29. 105.8 42.3 * 1 2215 268 28. 86.0 40.7
1 0540 69 30. 121.0 43.4 * 1 1400 169 29. 105.6 42.3 * 1 2220 269 28. 85.8 40.7
1 0545 70 30. 121.7 43.4 * 1 1405 170 29. 105.4 42.3 * 1 2225 270 28. 85.6 40.7
1 0550 71 30. 122.2 43.5 * 1 1410 171 29. 105.2 42.3 * 1 2230 271 28. 85.4 40.7
1 0555 72 31. 122.6 43.5 * 1 1415 172 29. 105.0 42.3 * 1 2235 272 28. 85.2 40.7
1 0600 73 31. 122.9 43.5 * 1 1420 173 29. 104.8 42.3 * 1 2240 273 28. 85.0 40.7
1 0605 74 31. 123.2 43.5 * 1 1425 174 29. 104.6 42.2 * 1 2245 274 28. 84.8 40.7
1 0610 75 31. 123.4 43.5 * 1 1430 175 29. 104.4 42.2 * 1 2250 275 28. 84.6 40.6
1 0615 76 31. 123.5 43.6 * 1 1435 176 29. 104.2 42.2 * 1 2255 276 28. 84.4 40.6
1 0620 77 31. 123.6 43.6 * 1 1440 177 29. 103.9 42.2 * 1 2300 277 28. 84.2 40.6
1 0625 78 31. 123.6 43.6 * 1 1445 178 29. 103.7 42.2 * 1 2305 278 28. 84.0 40.6
1 0630 79 31. 123.6 43.6 * 1 1450 179 29. 103.5 42.2 * 1 2310 279 28. 83.8 40.6
1 0635 80 31. 123.5 43.6 * 1 1455 180 29. 103.3 42.2 * 1 2315 280 28. 83.7 40.6
1 0640 81 31. 123.4 43.5 * 1 1500 181 29. 103.1 42.1 * 1 2320 281 28. 83.5 40.5
1 0645 82 31. 123.3 43.5 * 1 1505 182 29. 102.9 42.1 * 1 2325 282 28. 83.3 40.5
1 0650 83 31. 123.2 43.5 * 1 1510 183 29. 102.7 42.1 * 1 2330 283 28. 83.1 40.5
1 0655 84 31. 123.0 43.5 * 1 1515 184 29. 102.5 42.1 * 1 2335 284 28. 82.9 40.5
1 0700 85 31. 122.8 43.5 * 1 1520 185 29. 102.3 42.1 * 1 2340 285 28. 82.7 40.5
1 0705 86 31. 122.6 43.5 * 1 1525 186 29. 102.1 42.1 * 1 2345 286 28. 82.5 40.5
1 0710 87 31. 122.5 43.5 * 1 1530 187 29. 101.9 42.1 * 1 2350 287 28. 82.3 40.4
1 0715 88 30. 122.3 43.5 * 1 1535 188 29. 101.7 42.1 * 1 2355 288 28. 82.1 40.4
1 0720 89 30. 122.1 43.5 * 1 1540 189 29. 101.5 42.0 * 2 0000 289 28. 81.9 40.4
1 0725 90 30. 121.9 43.4 * 1 1545 190 29. 101.3 42.0 * 2 0005 290 28. 81.7 40.4
1 0730 91 30. 121.7 43.4 * 1 1550 191 29. 101.1 42.0 * 2 0010 291 28. 81.5 40.4
1 0735 92 30. 121.4 43.4 * 1 1555 192 29. 100.9 42.0 * 2 0015 292 28. 81.4 40.4
1 0740 93 30. 121.2 43.4 * 1 1600 193 29. 100.7 42.0 * 2 0020 293 28. 81.2 40.3
1 0745 94 30. 121.0 43.4 * 1 1605 194 29. 100.5 42.0 * 2 0025 294 28. 81.0 40.3
1 0750 95 30. 120.8 43.4 * 1 1610 195 29. 100.3 41.9 * 2 0030 295 28. 80.8 40.3
1 0755 96 30. 120.6 43.4 * 1 1615 196 29. 100.1 41.9 * 2 0035 296 28. 80.6 40.3
1 0800 97 30. 120.4 43.3 * 1 1620 197 29. 99.9 41.9 * 2 0040 297 28. 80.4 40.3
1 0805 98 30. 120.2 43.3 * 1 1625 198 29. 99.7 41.9 * 2 0045 298 28. 80.2 40.3
1 0810 99 30. 120.0 43.3 * 1 1630 199 29. 99.5 41.9 * 2 0050 299 28. 80.0 40.3
1 0815 100 30. 119.8 43.3 * 1 1635 200 29. 99.3 41.9 * 2 0055 300 28. 79.8 40.2
* *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 31. 6.42 30. 27. 26. 26.
(INCHES) .150 .536 .537 .537
(AC-FT) 15. 54. 54. 54.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 72-HR 24.92-HR
+ (AC-FT) (HR)
124. 6.42 119. 90. 87. 87.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 24.92-HR
+ (FEET) (HR)
43.56 6.42 43.23 40.45 39.92 39.92
CUMULATIVE AREA = 1.88 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION OAKEYDB
PLAN 1, RATIO = .88
***********************************************************************************************************************************
* *
DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE
* *
1 0000 1 0. .0 26.0 * 1 0820 101 30. 118.5 43.2 * 1 1640 201 29. 98.1 41.8
1 0005 2 0. .0 26.0 * 1 0825 102 30. 118.3 43.2 * 1 1645 202 29. 97.9 41.7
1 0010 3 0. .0 26.0 * 1 0830 103 30. 118.1 43.2 * 1 1650 203 29. 97.7 41.7
1 0015 4 0. .0 26.0 * 1 0835 104 30. 117.8 43.2 * 1 1655 204 29. 97.5 41.7
1 0020 5 0. .0 26.0 * 1 0840 105 30. 117.6 43.1 * 1 1700 205 29. 97.3 41.7
1 0025 6 0. .0 26.0 * 1 0845 106 30. 117.4 43.1 * 1 1705 206 29. 97.1 41.7
1 0030 7 0. .0 26.0 * 1 0850 107 30. 117.2 43.1 * 1 1710 207 29. 96.9 41.7
1 0035 8 0. .0 26.0 * 1 0855 108 30. 117.0 43.1 * 1 1715 208 29. 96.7 41.6
1 0040 9 1. .1 26.1 * 1 0900 109 30. 116.8 43.1 * 1 1720 209 29. 96.5 41.6
1 0045 10 1. .1 26.1 * 1 0905 110 30. 116.6 43.1 * 1 1725 210 29. 96.3 41.6
1 0050 11 2. .2 26.2 * 1 0910 111 30. 116.4 43.1 * 1 1730 211 29. 96.1 41.6
1 0055 12 3. .3 26.3 * 1 0915 112 30. 116.2 43.0 * 1 1735 212 29. 95.9 41.6
1 0100 13 3. .4 26.4 * 1 0920 113 30. 116.0 43.0 * 1 1740 213 29. 95.7 41.6
1 0105 14 4. .5 26.5 * 1 0925 114 30. 115.8 43.0 * 1 1745 214 29. 95.5 41.5
1 0110 15 5. .5 26.5 * 1 0930 115 30. 115.6 43.0 * 1 1750 215 29. 95.3 41.5
1 0115 16 5. .6 26.6 * 1 0935 116 30. 115.4 43.0 * 1 1755 216 29. 95.1 41.5
1 0120 17 6. .7 26.7 * 1 0940 117 30. 115.1 43.0 * 1 1800 217 29. 94.9 41.5
1 0125 18 6. .7 26.7 * 1 0945 118 30. 114.9 43.0 * 1 1805 218 29. 94.7 41.5
1 0130 19 7. .8 26.8 * 1 0950 119 30. 114.7 42.9 * 1 1810 219 29. 94.5 41.5
1 0135 20 7. 1.0 27.0 * 1 0955 120 30. 114.5 42.9 * 1 1815 220 29. 94.3 41.4
1 0140 21 8. 1.2 27.2 * 1 1000 121 30. 114.3 42.9 * 1 1820 221 29. 94.1 41.4
1 0145 22 9. 1.4 27.4 * 1 1005 122 30. 114.1 42.9 * 1 1825 222 29. 93.9 41.4
1 0150 23 10. 1.7 27.7 * 1 1010 123 30. 113.9 42.9 * 1 1830 223 29. 93.7 41.4
1 0155 24 10. 2.1 28.0 * 1 1015 124 30. 113.7 42.9 * 1 1835 224 29. 93.5 41.4
1 0200 25 11. 2.4 28.2 * 1 1020 125 30. 113.5 42.9 * 1 1840 225 29. 93.3 41.4
1 0205 26 11. 2.8 28.4 * 1 1025 126 30. 113.3 42.8 * 1 1845 226 29. 93.1 41.3
1 0210 27 12. 3.3 28.6 * 1 1030 127 30. 113.1 42.8 * 1 1850 227 29. 92.9 41.3
1 0215 28 12. 3.7 28.8 * 1 1035 128 30. 112.9 42.8 * 1 1855 228 29. 92.7 41.3
1 0220 29 13. 4.1 29.1 * 1 1040 129 30. 112.7 42.8 * 1 1900 229 29. 92.5 41.3
1 0225 30 13. 4.6 29.3 * 1 1045 130 30. 112.5 42.8 * 1 1905 230 29. 92.3 41.3
1 0230 31 14. 5.1 29.6 * 1 1050 131 30. 112.3 42.8 * 1 1910 231 28. 92.1 41.3
1 0235 32 14. 5.6 29.8 * 1 1055 132 30. 112.1 42.8 * 1 1915 232 28. 91.9 41.2
1 0240 33 15. 6.1 30.0 * 1 1100 133 30. 111.8 42.7 * 1 1920 233 28. 91.7 41.2
1 0245 34 15. 6.6 30.1 * 1 1105 134 30. 111.6 42.7 * 1 1925 234 28. 91.5 41.2
1 0250 35 15. 7.2 30.1 * 1 1110 135 30. 111.4 42.7 * 1 1930 235 28. 91.3 41.2
1 0255 36 15. 7.8 30.2 * 1 1115 136 30. 111.2 42.7 * 1 1935 236 28. 91.1 41.2
1 0300 37 15. 8.4 30.3 * 1 1120 137 30. 111.0 42.7 * 1 1940 237 28. 91.0 41.2
1 0305 38 15. 9.2 30.4 * 1 1125 138 30. 110.8 42.7 * 1 1945 238 28. 90.8 41.1
1 0310 39 15. 10.1 30.5 * 1 1130 139 30. 110.6 42.7 * 1 1950 239 28. 90.6 41.1
1 0315 40 16. 11.4 30.7 * 1 1135 140 30. 110.4 42.6 * 1 1955 240 28. 90.4 41.1
1 0320 41 16. 13.2 30.9 * 1 1140 141 30. 110.2 42.6 * 1 2000 241 28. 90.2 41.1
1 0325 42 17. 15.8 31.5 * 1 1145 142 30. 110.0 42.6 * 1 2005 242 28. 90.0 41.1
1 0330 43 19. 19.7 32.6 * 1 1150 143 30. 109.8 42.6 * 1 2010 243 28. 89.8 41.1
1 0335 44 21. 25.2 34.0 * 1 1155 144 30. 109.6 42.6 * 1 2015 244 28. 89.6 41.0
1 0340 45 22. 32.2 35.0 * 1 1200 145 30. 109.4 42.6 * 1 2020 245 28. 89.4 41.0
1 0345 46 23. 40.3 36.0 * 1 1205 146 30. 109.2 42.6 * 1 2025 246 28. 89.2 41.0
1 0350 47 24. 48.6 37.0 * 1 1210 147 30. 109.0 42.5 * 1 2030 247 28. 89.0 41.0
1 0355 48 25. 56.6 37.9 * 1 1215 148 30. 108.8 42.5 * 1 2035 248 28. 88.8 41.0
1 0400 49 26. 63.7 38.7 * 1 1220 149 30. 108.6 42.5 * 1 2040 249 28. 88.6 41.0
1 0405 50 27. 69.9 39.3 * 1 1225 150 30. 108.4 42.5 * 1 2045 250 28. 88.4 41.0
1 0410 51 27. 75.1 39.8 * 1 1230 151 30. 108.2 42.5 * 1 2050 251 28. 88.2 40.9
1 0415 52 27. 79.4 40.2 * 1 1235 152 30. 108.0 42.5 * 1 2055 252 28. 88.0 40.9
1 0420 53 28. 83.0 40.5 * 1 1240 153 30. 107.7 42.5 * 1 2100 253 28. 87.8 40.9
1 0425 54 28. 86.0 40.7 * 1 1245 154 30. 107.5 42.5 * 1 2105 254 28. 87.6 40.9
1 0430 55 28. 88.5 41.0 * 1 1250 155 30. 107.3 42.4 * 1 2110 255 28. 87.4 40.9
1 0435 56 28. 90.8 41.2 * 1 1255 156 30. 107.1 42.4 * 1 2115 256 28. 87.3 40.9
1 0440 57 29. 93.2 41.3 * 1 1300 157 30. 106.9 42.4 * 1 2120 257 28. 87.1 40.8
1 0445 58 29. 95.6 41.6 * 1 1305 158 30. 106.7 42.4 * 1 2125 258 28. 86.9 40.8
1 0450 59 29. 98.3 41.8 * 1 1310 159 30. 106.5 42.4 * 1 2130 259 28. 86.7 40.8
1 0455 60 29. 101.2 42.0 * 1 1315 160 30. 106.3 42.4 * 1 2135 260 28. 86.5 40.8
1 0500 61 29. 104.3 42.2 * 1 1320 161 30. 106.1 42.4 * 1 2140 261 28. 86.3 40.8
1 0505 62 30. 107.4 42.4 * 1 1325 162 29. 105.9 42.3 * 1 2145 262 28. 86.1 40.8
1 0510 63 30. 110.3 42.6 * 1 1330 163 29. 105.7 42.3 * 1 2150 263 28. 85.9 40.7
1 0515 64 30. 112.8 42.8 * 1 1335 164 29. 105.5 42.3 * 1 2155 264 28. 85.7 40.7
1 0520 65 30. 114.9 43.0 * 1 1340 165 29. 105.3 42.3 * 1 2200 265 28. 85.5 40.7
1 0525 66 30. 116.6 43.1 * 1 1345 166 29. 105.1 42.3 * 1 2205 266 28. 85.3 40.7
1 0530 67 30. 118.0 43.2 * 1 1350 167 29. 104.9 42.3 * 1 2210 267 28. 85.1 40.7
1 0535 68 30. 119.1 43.2 * 1 1355 168 29. 104.7 42.3 * 1 2215 268 28. 84.9 40.7
1 0540 69 30. 119.9 43.3 * 1 1400 169 29. 104.5 42.2 * 1 2220 269 28. 84.7 40.6
1 0545 70 30. 120.6 43.3 * 1 1405 170 29. 104.3 42.2 * 1 2225 270 28. 84.6 40.6
1 0550 71 30. 121.1 43.4 * 1 1410 171 29. 104.1 42.2 * 1 2230 271 28. 84.4 40.6
1 0555 72 30. 121.5 43.4 * 1 1415 172 29. 103.9 42.2 * 1 2235 272 28. 84.2 40.6
1 0600 73 30. 121.8 43.4 * 1 1420 173 29. 103.7 42.2 * 1 2240 273 28. 84.0 40.6
1 0605 74 30. 122.1 43.5 * 1 1425 174 29. 103.5 42.2 * 1 2245 274 28. 83.8 40.6
1 0610 75 30. 122.2 43.5 * 1 1430 175 29. 103.3 42.2 * 1 2250 275 28. 83.6 40.5
1 0615 76 30. 122.4 43.5 * 1 1435 176 29. 103.1 42.1 * 1 2255 276 28. 83.4 40.5
1 0620 77 31. 122.5 43.5 * 1 1440 177 29. 102.9 42.1 * 1 2300 277 28. 83.2 40.5
1 0625 78 31. 122.5 43.5 * 1 1445 178 29. 102.7 42.1 * 1 2305 278 28. 83.0 40.5
1 0630 79 31. 122.5 43.5 * 1 1450 179 29. 102.5 42.1 * 1 2310 279 28. 82.8 40.5
1 0635 80 30. 122.4 43.5 * 1 1455 180 29. 102.3 42.1 * 1 2315 280 28. 82.6 40.5
1 0640 81 30. 122.3 43.5 * 1 1500 181 29. 102.1 42.1 * 1 2320 281 28. 82.4 40.5
1 0645 82 30. 122.2 43.5 * 1 1505 182 29. 101.9 42.1 * 1 2325 282 28. 82.3 40.4
1 0650 83 30. 122.1 43.5 * 1 1510 183 29. 101.7 42.0 * 1 2330 283 28. 82.1 40.4
1 0655 84 30. 121.9 43.4 * 1 1515 184 29. 101.5 42.0 * 1 2335 284 28. 81.9 40.4
1 0700 85 30. 121.7 43.4 * 1 1520 185 29. 101.3 42.0 * 1 2340 285 28. 81.7 40.4
1 0705 86 30. 121.5 43.4 * 1 1525 186 29. 101.1 42.0 * 1 2345 286 28. 81.5 40.4
1 0710 87 30. 121.3 43.4 * 1 1530 187 29. 100.9 42.0 * 1 2350 287 28. 81.3 40.4
1 0715 88 30. 121.2 43.4 * 1 1535 188 29. 100.7 42.0 * 1 2355 288 28. 81.1 40.3
1 0720 89 30. 121.0 43.4 * 1 1540 189 29. 100.5 42.0 * 2 0000 289 28. 80.9 40.3
1 0725 90 30. 120.7 43.4 * 1 1545 190 29. 100.3 41.9 * 2 0005 290 28. 80.7 40.3
1 0730 91 30. 120.5 43.3 * 1 1550 191 29. 100.1 41.9 * 2 0010 291 28. 80.5 40.3
1 0735 92 30. 120.3 43.3 * 1 1555 192 29. 99.9 41.9 * 2 0015 292 28. 80.4 40.3
1 0740 93 30. 120.1 43.3 * 1 1600 193 29. 99.7 41.9 * 2 0020 293 28. 80.2 40.3
1 0745 94 30. 119.9 43.3 * 1 1605 194 29. 99.5 41.9 * 2 0025 294 28. 80.0 40.2
1 0750 95 30. 119.7 43.3 * 1 1610 195 29. 99.3 41.9 * 2 0030 295 28. 79.8 40.2
1 0755 96 30. 119.5 43.3 * 1 1615 196 29. 99.1 41.8 * 2 0035 296 28. 79.6 40.2
1 0800 97 30. 119.3 43.3 * 1 1620 197 29. 98.9 41.8 * 2 0040 297 27. 79.4 40.2
1 0805 98 30. 119.1 43.2 * 1 1625 198 29. 98.7 41.8 * 2 0045 298 27. 79.2 40.2
1 0810 99 30. 118.9 43.2 * 1 1630 199 29. 98.5 41.8 * 2 0050 299 27. 79.0 40.2
1 0815 100 30. 118.7 43.2 * 1 1635 200 29. 98.3 41.8 * 2 0055 300 27. 78.8 40.2
* *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 31. 6.42 30. 27. 26. 26.
(INCHES) .149 .535 .535 .535
(AC-FT) 15. 54. 54. 54.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 72-HR 24.92-HR
+ (AC-FT) (HR)
122. 6.42 118. 90. 86. 86.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 24.92-HR
+ (FEET) (HR)
43.48 6.42 43.15 40.38 39.85 39.85
CUMULATIVE AREA = 1.88 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION OAKEYDB
PLAN 1, RATIO = .87
***********************************************************************************************************************************
* *
DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE
* *
1 0000 1 0. .0 26.0 * 1 0820 101 30. 116.3 43.1 * 1 1640 201 29. 96.0 41.6
1 0005 2 0. .0 26.0 * 1 0825 102 30. 116.1 43.0 * 1 1645 202 29. 95.8 41.6
1 0010 3 0. .0 26.0 * 1 0830 103 30. 115.9 43.0 * 1 1650 203 29. 95.6 41.5
1 0015 4 0. .0 26.0 * 1 0835 104 30. 115.6 43.0 * 1 1655 204 29. 95.4 41.5
1 0020 5 0. .0 26.0 * 1 0840 105 30. 115.4 43.0 * 1 1700 205 29. 95.2 41.5
1 0025 6 0. .0 26.0 * 1 0845 106 30. 115.2 43.0 * 1 1705 206 29. 95.0 41.5
1 0030 7 0. .0 26.0 * 1 0850 107 30. 115.0 43.0 * 1 1710 207 29. 94.8 41.5
1 0035 8 0. .0 26.0 * 1 0855 108 30. 114.8 43.0 * 1 1715 208 29. 94.6 41.5
1 0040 9 1. .1 26.1 * 1 0900 109 30. 114.6 42.9 * 1 1720 209 29. 94.4 41.4
1 0045 10 1. .1 26.1 * 1 0905 110 30. 114.4 42.9 * 1 1725 210 29. 94.2 41.4
1 0050 11 2. .2 26.2 * 1 0910 111 30. 114.2 42.9 * 1 1730 211 29. 94.0 41.4
1 0055 12 2. .3 26.3 * 1 0915 112 30. 114.0 42.9 * 1 1735 212 29. 93.8 41.4
1 0100 13 3. .4 26.4 * 1 0920 113 30. 113.8 42.9 * 1 1740 213 29. 93.6 41.4
1 0105 14 4. .4 26.4 * 1 0925 114 30. 113.6 42.9 * 1 1745 214 29. 93.4 41.4
1 0110 15 4. .5 26.5 * 1 0930 115 30. 113.4 42.9 * 1 1750 215 29. 93.2 41.3
1 0115 16 5. .5 26.5 * 1 0935 116 30. 113.2 42.8 * 1 1755 216 29. 93.0 41.3
1 0120 17 5. .6 26.6 * 1 0940 117 30. 113.0 42.8 * 1 1800 217 29. 92.8 41.3
1 0125 18 6. .7 26.7 * 1 0945 118 30. 112.8 42.8 * 1 1805 218 29. 92.6 41.3
1 0130 19 6. .8 26.8 * 1 0950 119 30. 112.5 42.8 * 1 1810 219 29. 92.4 41.3
1 0135 20 7. .9 26.9 * 1 0955 120 30. 112.3 42.8 * 1 1815 220 29. 92.2 41.3
1 0140 21 8. 1.1 27.1 * 1 1000 121 30. 112.1 42.8 * 1 1820 221 28. 92.0 41.3
1 0145 22 8. 1.3 27.3 * 1 1005 122 30. 111.9 42.8 * 1 1825 222 28. 91.8 41.2
1 0150 23 9. 1.6 27.6 * 1 1010 123 30. 111.7 42.7 * 1 1830 223 28. 91.6 41.2
1 0155 24 10. 2.0 28.0 * 1 1015 124 30. 111.5 42.7 * 1 1835 224 28. 91.4 41.2
1 0200 25 11. 2.3 28.2 * 1 1020 125 30. 111.3 42.7 * 1 1840 225 28. 91.2 41.2
1 0205 26 11. 2.7 28.4 * 1 1025 126 30. 111.1 42.7 * 1 1845 226 28. 91.0 41.2
1 0210 27 12. 3.1 28.6 * 1 1030 127 30. 110.9 42.7 * 1 1850 227 28. 90.8 41.2
1 0215 28 12. 3.5 28.8 * 1 1035 128 30. 110.7 42.7 * 1 1855 228 28. 90.6 41.1
1 0220 29 13. 4.0 29.0 * 1 1040 129 30. 110.5 42.7 * 1 1900 229 28. 90.4 41.1
1 0225 30 13. 4.4 29.2 * 1 1045 130 30. 110.3 42.6 * 1 1905 230 28. 90.3 41.1
1 0230 31 14. 4.9 29.5 * 1 1050 131 30. 110.1 42.6 * 1 1910 231 28. 90.1 41.1
1 0235 32 14. 5.4 29.7 * 1 1055 132 30. 109.9 42.6 * 1 1915 232 28. 89.9 41.1
1 0240 33 14. 5.9 29.9 * 1 1100 133 30. 109.7 42.6 * 1 1920 233 28. 89.7 41.1
1 0245 34 15. 6.4 30.0 * 1 1105 134 30. 109.5 42.6 * 1 1925 234 28. 89.5 41.0
1 0250 35 15. 6.9 30.1 * 1 1110 135 30. 109.3 42.6 * 1 1930 235 28. 89.3 41.0
1 0255 36 15. 7.5 30.2 * 1 1115 136 30. 109.1 42.6 * 1 1935 236 28. 89.1 41.0
1 0300 37 15. 8.1 30.3 * 1 1120 137 30. 108.9 42.5 * 1 1940 237 28. 88.9 41.0
1 0305 38 15. 8.9 30.4 * 1 1125 138 30. 108.7 42.5 * 1 1945 238 28. 88.7 41.0
1 0310 39 15. 9.8 30.5 * 1 1130 139 30. 108.4 42.5 * 1 1950 239 28. 88.5 41.0
1 0315 40 16. 11.0 30.6 * 1 1135 140 30. 108.2 42.5 * 1 1955 240 28. 88.3 40.9
1 0320 41 16. 12.8 30.8 * 1 1140 141 30. 108.0 42.5 * 1 2000 241 28. 88.1 40.9
1 0325 42 17. 15.4 31.4 * 1 1145 142 30. 107.8 42.5 * 1 2005 242 28. 87.9 40.9
1 0330 43 18. 19.2 32.4 * 1 1150 143 30. 107.6 42.5 * 1 2010 243 28. 87.7 40.9
1 0335 44 20. 24.5 33.9 * 1 1155 144 30. 107.4 42.4 * 1 2015 244 28. 87.5 40.9
1 0340 45 22. 31.4 34.9 * 1 1200 145 30. 107.2 42.4 * 1 2020 245 28. 87.3 40.9
1 0345 46 23. 39.4 35.9 * 1 1205 146 30. 107.0 42.4 * 1 2025 246 28. 87.1 40.8
1 0350 47 24. 47.6 36.9 * 1 1210 147 30. 106.8 42.4 * 1 2030 247 28. 87.0 40.8
1 0355 48 25. 55.4 37.8 * 1 1215 148 30. 106.6 42.4 * 1 2035 248 28. 86.8 40.8
1 0400 49 26. 62.4 38.5 * 1 1220 149 30. 106.4 42.4 * 1 2040 249 28. 86.6 40.8
1 0405 50 26. 68.5 39.1 * 1 1225 150 30. 106.2 42.4 * 1 2045 250 28. 86.4 40.8
1 0410 51 27. 73.6 39.7 * 1 1230 151 29. 106.0 42.3 * 1 2050 251 28. 86.2 40.8
1 0415 52 27. 77.9 40.1 * 1 1235 152 29. 105.8 42.3 * 1 2055 252 28. 86.0 40.7
1 0420 53 28. 81.4 40.4 * 1 1240 153 29. 105.6 42.3 * 1 2100 253 28. 85.8 40.7
1 0425 54 28. 84.4 40.6 * 1 1245 154 29. 105.4 42.3 * 1 2105 254 28. 85.6 40.7
1 0430 55 28. 86.9 40.8 * 1 1250 155 29. 105.2 42.3 * 1 2110 255 28. 85.4 40.7
1 0435 56 28. 89.1 41.0 * 1 1255 156 29. 105.0 42.3 * 1 2115 256 28. 85.2 40.7
1 0440 57 28. 91.4 41.2 * 1 1300 157 29. 104.8 42.3 * 1 2120 257 28. 85.0 40.7
1 0445 58 29. 93.8 41.4 * 1 1305 158 29. 104.6 42.2 * 1 2125 258 28. 84.8 40.7
1 0450 59 29. 96.5 41.6 * 1 1310 159 29. 104.4 42.2 * 1 2130 259 28. 84.6 40.6
1 0455 60 29. 99.4 41.9 * 1 1315 160 29. 104.2 42.2 * 1 2135 260 28. 84.4 40.6
1 0500 61 29. 102.4 42.1 * 1 1320 161 29. 104.0 42.2 * 1 2140 261 28. 84.3 40.6
1 0505 62 29. 105.4 42.3 * 1 1325 162 29. 103.8 42.2 * 1 2145 262 28. 84.1 40.6
1 0510 63 30. 108.3 42.5 * 1 1330 163 29. 103.6 42.2 * 1 2150 263 28. 83.9 40.6
1 0515 64 30. 110.8 42.7 * 1 1335 164 29. 103.4 42.2 * 1 2155 264 28. 83.7 40.6
1 0520 65 30. 112.8 42.8 * 1 1340 165 29. 103.2 42.1 * 1 2200 265 28. 83.5 40.5
1 0525 66 30. 114.5 42.9 * 1 1345 166 29. 103.0 42.1 * 1 2205 266 28. 83.3 40.5
1 0530 67 30. 115.9 43.0 * 1 1350 167 29. 102.8 42.1 * 1 2210 267 28. 83.1 40.5
1 0535 68 30. 116.9 43.1 * 1 1355 168 29. 102.6 42.1 * 1 2215 268 28. 82.9 40.5
1 0540 69 30. 117.8 43.2 * 1 1400 169 29. 102.4 42.1 * 1 2220 269 28. 82.7 40.5
1 0545 70 30. 118.4 43.2 * 1 1405 170 29. 102.2 42.1 * 1 2225 270 28. 82.5 40.5
1 0550 71 30. 118.9 43.2 * 1 1410 171 29. 102.0 42.1 * 1 2230 271 28. 82.3 40.4
1 0555 72 30. 119.3 43.3 * 1 1415 172 29. 101.8 42.1 * 1 2235 272 28. 82.1 40.4
1 0600 73 30. 119.6 43.3 * 1 1420 173 29. 101.6 42.0 * 1 2240 273 28. 82.0 40.4
1 0605 74 30. 119.9 43.3 * 1 1425 174 29. 101.4 42.0 * 1 2245 274 28. 81.8 40.4
1 0610 75 30. 120.0 43.3 * 1 1430 175 29. 101.2 42.0 * 1 2250 275 28. 81.6 40.4
1 0615 76 30. 120.2 43.3 * 1 1435 176 29. 101.0 42.0 * 1 2255 276 28. 81.4 40.4
1 0620 77 30. 120.3 43.3 * 1 1440 177 29. 100.8 42.0 * 1 2300 277 28. 81.2 40.3
1 0625 78 30. 120.3 43.3 * 1 1445 178 29. 100.6 42.0 * 1 2305 278 28. 81.0 40.3
1 0630 79 30. 120.3 43.3 * 1 1450 179 29. 100.3 41.9 * 1 2310 279 28. 80.8 40.3
1 0635 80 30. 120.2 43.3 * 1 1455 180 29. 100.1 41.9 * 1 2315 280 28. 80.6 40.3
1 0640 81 30. 120.1 43.3 * 1 1500 181 29. 99.9 41.9 * 1 2320 281 28. 80.4 40.3
1 0645 82 30. 120.0 43.3 * 1 1505 182 29. 99.7 41.9 * 1 2325 282 28. 80.2 40.3
1 0650 83 30. 119.8 43.3 * 1 1510 183 29. 99.5 41.9 * 1 2330 283 28. 80.1 40.3
1 0655 84 30. 119.7 43.3 * 1 1515 184 29. 99.3 41.9 * 1 2335 284 28. 79.9 40.2
1 0700 85 30. 119.5 43.3 * 1 1520 185 29. 99.1 41.8 * 1 2340 285 28. 79.7 40.2
1 0705 86 30. 119.3 43.3 * 1 1525 186 29. 98.9 41.8 * 1 2345 286 28. 79.5 40.2
1 0710 87 30. 119.1 43.3 * 1 1530 187 29. 98.7 41.8 * 1 2350 287 27. 79.3 40.2
1 0715 88 30. 118.9 43.2 * 1 1535 188 29. 98.5 41.8 * 1 2355 288 27. 79.1 40.2
1 0720 89 30. 118.7 43.2 * 1 1540 189 29. 98.3 41.8 * 2 0000 289 27. 78.9 40.2
1 0725 90 30. 118.5 43.2 * 1 1545 190 29. 98.1 41.8 * 2 0005 290 27. 78.7 40.1
1 0730 91 30. 118.3 43.2 * 1 1550 191 29. 97.9 41.7 * 2 0010 291 27. 78.5 40.1
1 0735 92 30. 118.1 43.2 * 1 1555 192 29. 97.7 41.7 * 2 0015 292 27. 78.4 40.1
1 0740 93 30. 117.9 43.2 * 1 1600 193 29. 97.6 41.7 * 2 0020 293 27. 78.2 40.1
1 0745 94 30. 117.7 43.2 * 1 1605 194 29. 97.4 41.7 * 2 0025 294 27. 78.0 40.1
1 0750 95 30. 117.5 43.1 * 1 1610 195 29. 97.2 41.7 * 2 0030 295 27. 77.8 40.1
1 0755 96 30. 117.3 43.1 * 1 1615 196 29. 97.0 41.7 * 2 0035 296 27. 77.6 40.0
1 0800 97 30. 117.1 43.1 * 1 1620 197 29. 96.8 41.6 * 2 0040 297 27. 77.4 40.0
1 0805 98 30. 116.9 43.1 * 1 1625 198 29. 96.6 41.6 * 2 0045 298 27. 77.2 40.0
1 0810 99 30. 116.7 43.1 * 1 1630 199 29. 96.4 41.6 * 2 0050 299 27. 77.0 40.0
1 0815 100 30. 116.5 43.1 * 1 1635 200 29. 96.2 41.6 * 2 0055 300 27. 76.8 40.0
* *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 30. 6.42 30. 27. 26. 26.
(INCHES) .149 .532 .532 .532
(AC-FT) 15. 53. 53. 53.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 72-HR 24.92-HR
+ (AC-FT) (HR)
120. 6.42 116. 88. 84. 84.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 24.92-HR
+ (FEET) (HR)
43.33 6.42 43.00 40.23 39.71 39.71
CUMULATIVE AREA = 1.88 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION OAKEYDB
PLAN 1, RATIO = .86
***********************************************************************************************************************************
* *
DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE
* *
1 0000 1 0. .0 26.0 * 1 0820 101 30. 114.5 42.9 * 1 1640 201 29. 94.2 41.4
1 0005 2 0. .0 26.0 * 1 0825 102 30. 114.2 42.9 * 1 1645 202 29. 94.0 41.4
1 0010 3 0. .0 26.0 * 1 0830 103 30. 114.0 42.9 * 1 1650 203 29. 93.8 41.4
1 0015 4 0. .0 26.0 * 1 0835 104 30. 113.8 42.9 * 1 1655 204 29. 93.6 41.4
1 0020 5 0. .0 26.0 * 1 0840 105 30. 113.6 42.9 * 1 1700 205 29. 93.4 41.4
1 0025 6 0. .0 26.0 * 1 0845 106 30. 113.4 42.9 * 1 1705 206 29. 93.2 41.4
1 0030 7 0. .0 26.0 * 1 0850 107 30. 113.2 42.8 * 1 1710 207 29. 93.0 41.3
1 0035 8 0. .0 26.0 * 1 0855 108 30. 113.0 42.8 * 1 1715 208 29. 92.8 41.3
1 0040 9 1. .1 26.1 * 1 0900 109 30. 112.8 42.8 * 1 1720 209 29. 92.6 41.3
1 0045 10 1. .1 26.1 * 1 0905 110 30. 112.6 42.8 * 1 1725 210 29. 92.5 41.3
1 0050 11 2. .2 26.2 * 1 0910 111 30. 112.4 42.8 * 1 1730 211 29. 92.3 41.3
1 0055 12 2. .3 26.3 * 1 0915 112 30. 112.2 42.8 * 1 1735 212 28. 92.1 41.3
1 0100 13 3. .3 26.3 * 1 0920 113 30. 112.0 42.8 * 1 1740 213 28. 91.9 41.2
1 0105 14 4. .4 26.4 * 1 0925 114 30. 111.8 42.7 * 1 1745 214 28. 91.7 41.2
1 0110 15 4. .5 26.5 * 1 0930 115 30. 111.6 42.7 * 1 1750 215 28. 91.5 41.2
1 0115 16 5. .5 26.5 * 1 0935 116 30. 111.4 42.7 * 1 1755 216 28. 91.3 41.2
1 0120 17 5. .6 26.6 * 1 0940 117 30. 111.2 42.7 * 1 1800 217 28. 91.1 41.2
1 0125 18 6. .7 26.7 * 1 0945 118 30. 111.0 42.7 * 1 1805 218 28. 90.9 41.2
1 0130 19 6. .8 26.8 * 1 0950 119 30. 110.7 42.7 * 1 1810 219 28. 90.7 41.1
1 0135 20 7. .9 26.9 * 1 0955 120 30. 110.5 42.7 * 1 1815 220 28. 90.5 41.1
1 0140 21 7. 1.1 27.1 * 1 1000 121 30. 110.3 42.6 * 1 1820 221 28. 90.3 41.1
1 0145 22 8. 1.3 27.3 * 1 1005 122 30. 110.1 42.6 * 1 1825 222 28. 90.1 41.1
1 0150 23 9. 1.6 27.6 * 1 1010 123 30. 109.9 42.6 * 1 1830 223 28. 89.9 41.1
1 0155 24 10. 1.9 27.9 * 1 1015 124 30. 109.7 42.6 * 1 1835 224 28. 89.7 41.1
1 0200 25 11. 2.2 28.1 * 1 1020 125 30. 109.5 42.6 * 1 1840 225 28. 89.5 41.0
1 0205 26 11. 2.6 28.3 * 1 1025 126 30. 109.3 42.6 * 1 1845 226 28. 89.3 41.0
1 0210 27 11. 3.0 28.5 * 1 1030 127 30. 109.1 42.6 * 1 1850 227 28. 89.1 41.0
1 0215 28 12. 3.4 28.7 * 1 1035 128 30. 108.9 42.5 * 1 1855 228 28. 88.9 41.0
1 0220 29 12. 3.8 28.9 * 1 1040 129 30. 108.7 42.5 * 1 1900 229 28. 88.7 41.0
1 0225 30 13. 4.3 29.1 * 1 1045 130 30. 108.5 42.5 * 1 1905 230 28. 88.5 41.0
1 0230 31 13. 4.7 29.4 * 1 1050 131 30. 108.3 42.5 * 1 1910 231 28. 88.4 40.9
1 0235 32 14. 5.2 29.6 * 1 1055 132 30. 108.1 42.5 * 1 1915 232 28. 88.2 40.9
1 0240 33 14. 5.7 29.9 * 1 1100 133 30. 107.9 42.5 * 1 1920 233 28. 88.0 40.9
1 0245 34 15. 6.2 30.0 * 1 1105 134 30. 107.7 42.5 * 1 1925 234 28. 87.8 40.9
1 0250 35 15. 6.7 30.1 * 1 1110 135 30. 107.5 42.4 * 1 1930 235 28. 87.6 40.9
1 0255 36 15. 7.3 30.2 * 1 1115 136 30. 107.3 42.4 * 1 1935 236 28. 87.4 40.9
1 0300 37 15. 7.9 30.2 * 1 1120 137 30. 107.1 42.4 * 1 1940 237 28. 87.2 40.8
1 0305 38 15. 8.6 30.3 * 1 1125 138 30. 106.9 42.4 * 1 1945 238 28. 87.0 40.8
1 0310 39 15. 9.5 30.4 * 1 1130 139 30. 106.7 42.4 * 1 1950 239 28. 86.8 40.8
1 0315 40 16. 10.7 30.6 * 1 1135 140 30. 106.5 42.4 * 1 1955 240 28. 86.6 40.8
1 0320 41 16. 12.5 30.8 * 1 1140 141 30. 106.3 42.4 * 1 2000 241 28. 86.4 40.8
1 0325 42 17. 15.0 31.3 * 1 1145 142 30. 106.1 42.3 * 1 2005 242 28. 86.2 40.8
1 0330 43 18. 18.7 32.3 * 1 1150 143 29. 105.8 42.3 * 1 2010 243 28. 86.0 40.8
1 0335 44 20. 24.0 33.7 * 1 1155 144 29. 105.6 42.3 * 1 2015 244 28. 85.8 40.7
1 0340 45 22. 30.8 34.8 * 1 1200 145 29. 105.4 42.3 * 1 2020 245 28. 85.6 40.7
1 0345 46 23. 38.6 35.8 * 1 1205 146 29. 105.2 42.3 * 1 2025 246 28. 85.4 40.7
1 0350 47 24. 46.7 36.8 * 1 1210 147 29. 105.0 42.3 * 1 2030 247 28. 85.3 40.7
1 0355 48 25. 54.4 37.7 * 1 1215 148 29. 104.8 42.3 * 1 2035 248 28. 85.1 40.7
1 0400 49 26. 61.3 38.4 * 1 1220 149 29. 104.6 42.3 * 1 2040 249 28. 84.9 40.7
1 0405 50 26. 67.3 39.0 * 1 1225 150 29. 104.4 42.2 * 1 2045 250 28. 84.7 40.6
1 0410 51 27. 72.4 39.5 * 1 1230 151 29. 104.2 42.2 * 1 2050 251 28. 84.5 40.6
1 0415 52 27. 76.6 40.0 * 1 1235 152 29. 104.0 42.2 * 1 2055 252 28. 84.3 40.6
1 0420 53 28. 80.1 40.3 * 1 1240 153 29. 103.8 42.2 * 1 2100 253 28. 84.1 40.6
1 0425 54 28. 83.0 40.5 * 1 1245 154 29. 103.6 42.2 * 1 2105 254 28. 83.9 40.6
1 0430 55 28. 85.5 40.7 * 1 1250 155 29. 103.4 42.2 * 1 2110 255 28. 83.7 40.6
1 0435 56 28. 87.7 40.9 * 1 1255 156 29. 103.2 42.2 * 1 2115 256 28. 83.5 40.5
1 0440 57 28. 90.0 41.1 * 1 1300 157 29. 103.0 42.1 * 1 2120 257 28. 83.3 40.5
1 0445 58 29. 92.4 41.3 * 1 1305 158 29. 102.8 42.1 * 1 2125 258 28. 83.1 40.5
1 0450 59 29. 95.0 41.5 * 1 1310 159 29. 102.6 42.1 * 1 2130 259 28. 83.0 40.5
1 0455 60 29. 97.8 41.7 * 1 1315 160 29. 102.4 42.1 * 1 2135 260 28. 82.8 40.5
1 0500 61 29. 100.8 42.0 * 1 1320 161 29. 102.2 42.1 * 1 2140 261 28. 82.6 40.5
1 0505 62 29. 103.8 42.2 * 1 1325 162 29. 102.0 42.1 * 1 2145 262 28. 82.4 40.4
1 0510 63 30. 106.6 42.4 * 1 1330 163 29. 101.8 42.1 * 1 2150 263 28. 82.2 40.4
1 0515 64 30. 109.1 42.6 * 1 1335 164 29. 101.6 42.0 * 1 2155 264 28. 82.0 40.4
1 0520 65 30. 111.1 42.7 * 1 1340 165 29. 101.4 42.0 * 1 2200 265 28. 81.8 40.4
1 0525 66 30. 112.8 42.8 * 1 1345 166 29. 101.2 42.0 * 1 2205 266 28. 81.6 40.4
1 0530 67 30. 114.1 42.9 * 1 1350 167 29. 101.0 42.0 * 1 2210 267 28. 81.4 40.4
1 0535 68 30. 115.2 43.0 * 1 1355 168 29. 100.8 42.0 * 1 2215 268 28. 81.2 40.4
1 0540 69 30. 116.0 43.0 * 1 1400 169 29. 100.6 42.0 * 1 2220 269 28. 81.0 40.3
1 0545 70 30. 116.6 43.1 * 1 1405 170 29. 100.4 41.9 * 1 2225 270 28. 80.9 40.3
1 0550 71 30. 117.1 43.1 * 1 1410 171 29. 100.2 41.9 * 1 2230 271 28. 80.7 40.3
1 0555 72 30. 117.5 43.1 * 1 1415 172 29. 100.0 41.9 * 1 2235 272 28. 80.5 40.3
1 0600 73 30. 117.8 43.2 * 1 1420 173 29. 99.8 41.9 * 1 2240 273 28. 80.3 40.3
1 0605 74 30. 118.0 43.2 * 1 1425 174 29. 99.6 41.9 * 1 2245 274 28. 80.1 40.3
1 0610 75 30. 118.2 43.2 * 1 1430 175 29. 99.4 41.9 * 1 2250 275 28. 79.9 40.2
1 0615 76 30. 118.4 43.2 * 1 1435 176 29. 99.2 41.8 * 1 2255 276 28. 79.7 40.2
1 0620 77 30. 118.4 43.2 * 1 1440 177 29. 99.0 41.8 * 1 2300 277 28. 79.5 40.2
1 0625 78 30. 118.4 43.2 * 1 1445 178 29. 98.8 41.8 * 1 2305 278 27. 79.3 40.2
1 0630 79 30. 118.4 43.2 * 1 1450 179 29. 98.6 41.8 * 1 2310 279 27. 79.1 40.2
1 0635 80 30. 118.4 43.2 * 1 1455 180 29. 98.4 41.8 * 1 2315 280 27. 79.0 40.2
1 0640 81 30. 118.3 43.2 * 1 1500 181 29. 98.2 41.8 * 1 2320 281 27. 78.8 40.1
1 0645 82 30. 118.1 43.2 * 1 1505 182 29. 98.0 41.7 * 1 2325 282 27. 78.6 40.1
1 0650 83 30. 118.0 43.2 * 1 1510 183 29. 97.8 41.7 * 1 2330 283 27. 78.4 40.1
1 0655 84 30. 117.9 43.2 * 1 1515 184 29. 97.6 41.7 * 1 2335 284 27. 78.2 40.1
1 0700 85 30. 117.7 43.2 * 1 1520 185 29. 97.4 41.7 * 1 2340 285 27. 78.0 40.1
1 0705 86 30. 117.5 43.1 * 1 1525 186 29. 97.2 41.7 * 1 2345 286 27. 77.8 40.1
1 0710 87 30. 117.3 43.1 * 1 1530 187 29. 97.0 41.7 * 1 2350 287 27. 77.6 40.1
1 0715 88 30. 117.1 43.1 * 1 1535 188 29. 96.8 41.6 * 1 2355 288 27. 77.4 40.0
1 0720 89 30. 116.9 43.1 * 1 1540 189 29. 96.6 41.6 * 2 0000 289 27. 77.3 40.0
1 0725 90 30. 116.7 43.1 * 1 1545 190 29. 96.4 41.6 * 2 0005 290 27. 77.1 40.0
1 0730 91 30. 116.5 43.1 * 1 1550 191 29. 96.2 41.6 * 2 0010 291 27. 76.9 40.0
1 0735 92 30. 116.3 43.1 * 1 1555 192 29. 96.0 41.6 * 2 0015 292 27. 76.7 40.0
1 0740 93 30. 116.1 43.0 * 1 1600 193 29. 95.8 41.6 * 2 0020 293 27. 76.5 40.0
1 0745 94 30. 115.9 43.0 * 1 1605 194 29. 95.6 41.6 * 2 0025 294 27. 76.3 39.9
1 0750 95 30. 115.7 43.0 * 1 1610 195 29. 95.4 41.5 * 2 0030 295 27. 76.1 39.9
1 0755 96 30. 115.5 43.0 * 1 1615 196 29. 95.2 41.5 * 2 0035 296 27. 75.9 39.9
1 0800 97 30. 115.3 43.0 * 1 1620 197 29. 95.0 41.5 * 2 0040 297 27. 75.8 39.9
1 0805 98 30. 115.1 43.0 * 1 1625 198 29. 94.8 41.5 * 2 0045 298 27. 75.6 39.9
1 0810 99 30. 114.9 43.0 * 1 1630 199 29. 94.6 41.5 * 2 0050 299 27. 75.4 39.8
1 0815 100 30. 114.7 42.9 * 1 1635 200 29. 94.4 41.5 * 2 0055 300 27. 75.2 39.8
* *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 30. 6.42 30. 27. 26. 26.
(INCHES) .148 .529 .530 .530
(AC-FT) 15. 53. 53. 53.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 72-HR 24.92-HR
+ (AC-FT) (HR)
118. 6.42 114. 86. 83. 83.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 24.92-HR
+ (FEET) (HR)
43.20 6.42 42.88 40.11 39.59 39.59
CUMULATIVE AREA = 1.88 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION OAKEYDB
PLAN 1, RATIO = .85
***********************************************************************************************************************************
* *
DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE
* *
1 0000 1 0. .0 26.0 * 1 0820 101 30. 112.8 42.8 * 1 1640 201 29. 92.7 41.3
1 0005 2 0. .0 26.0 * 1 0825 102 30. 112.6 42.8 * 1 1645 202 29. 92.5 41.3
1 0010 3 0. .0 26.0 * 1 0830 103 30. 112.4 42.8 * 1 1650 203 29. 92.3 41.3
1 0015 4 0. .0 26.0 * 1 0835 104 30. 112.2 42.8 * 1 1655 204 28. 92.1 41.3
1 0020 5 0. .0 26.0 * 1 0840 105 30. 112.0 42.8 * 1 1700 205 28. 91.9 41.2
1 0025 6 0. .0 26.0 * 1 0845 106 30. 111.8 42.7 * 1 1705 206 28. 91.7 41.2
1 0030 7 0. .0 26.0 * 1 0850 107 30. 111.6 42.7 * 1 1710 207 28. 91.5 41.2
1 0035 8 0. .0 26.0 * 1 0855 108 30. 111.4 42.7 * 1 1715 208 28. 91.3 41.2
1 0040 9 0. .1 26.1 * 1 0900 109 30. 111.2 42.7 * 1 1720 209 28. 91.1 41.2
1 0045 10 1. .1 26.1 * 1 0905 110 30. 111.0 42.7 * 1 1725 210 28. 90.9 41.2
1 0050 11 2. .2 26.2 * 1 0910 111 30. 110.8 42.7 * 1 1730 211 28. 90.7 41.1
1 0055 12 2. .3 26.3 * 1 0915 112 30. 110.6 42.7 * 1 1735 212 28. 90.5 41.1
1 0100 13 3. .3 26.3 * 1 0920 113 30. 110.4 42.6 * 1 1740 213 28. 90.3 41.1
1 0105 14 3. .4 26.4 * 1 0925 114 30. 110.2 42.6 * 1 1745 214 28. 90.1 41.1
1 0110 15 4. .4 26.4 * 1 0930 115 30. 110.0 42.6 * 1 1750 215 28. 89.9 41.1
1 0115 16 4. .5 26.5 * 1 0935 116 30. 109.7 42.6 * 1 1755 216 28. 89.7 41.1
1 0120 17 5. .6 26.6 * 1 0940 117 30. 109.5 42.6 * 1 1800 217 28. 89.5 41.0
1 0125 18 6. .6 26.6 * 1 0945 118 30. 109.3 42.6 * 1 1805 218 28. 89.3 41.0
1 0130 19 6. .7 26.7 * 1 0950 119 30. 109.1 42.6 * 1 1810 219 28. 89.2 41.0
1 0135 20 7. .8 26.8 * 1 0955 120 30. 108.9 42.5 * 1 1815 220 28. 89.0 41.0
1 0140 21 7. 1.0 27.0 * 1 1000 121 30. 108.7 42.5 * 1 1820 221 28. 88.8 41.0
1 0145 22 8. 1.2 27.2 * 1 1005 122 30. 108.5 42.5 * 1 1825 222 28. 88.6 41.0
1 0150 23 9. 1.5 27.5 * 1 1010 123 30. 108.3 42.5 * 1 1830 223 28. 88.4 40.9
1 0155 24 10. 1.8 27.8 * 1 1015 124 30. 108.1 42.5 * 1 1835 224 28. 88.2 40.9
1 0200 25 11. 2.2 28.1 * 1 1020 125 30. 107.9 42.5 * 1 1840 225 28. 88.0 40.9
1 0205 26 11. 2.5 28.3 * 1 1025 126 30. 107.7 42.5 * 1 1845 226 28. 87.8 40.9
1 0210 27 11. 2.9 28.5 * 1 1030 127 30. 107.5 42.4 * 1 1850 227 28. 87.6 40.9
1 0215 28 12. 3.3 28.6 * 1 1035 128 30. 107.3 42.4 * 1 1855 228 28. 87.4 40.9
1 0220 29 12. 3.7 28.9 * 1 1040 129 30. 107.1 42.4 * 1 1900 229 28. 87.2 40.9
1 0225 30 13. 4.2 29.1 * 1 1045 130 30. 106.9 42.4 * 1 1905 230 28. 87.0 40.8
1 0230 31 13. 4.6 29.3 * 1 1050 131 30. 106.7 42.4 * 1 1910 231 28. 86.8 40.8
1 0235 32 14. 5.1 29.5 * 1 1055 132 30. 106.5 42.4 * 1 1915 232 28. 86.6 40.8
1 0240 33 14. 5.6 29.8 * 1 1100 133 30. 106.3 42.4 * 1 1920 233 28. 86.4 40.8
1 0245 34 15. 6.0 30.0 * 1 1105 134 30. 106.1 42.4 * 1 1925 234 28. 86.2 40.8
1 0250 35 15. 6.5 30.1 * 1 1110 135 29. 105.9 42.3 * 1 1930 235 28. 86.1 40.8
1 0255 36 15. 7.1 30.1 * 1 1115 136 29. 105.7 42.3 * 1 1935 236 28. 85.9 40.7
1 0300 37 15. 7.7 30.2 * 1 1120 137 29. 105.5 42.3 * 1 1940 237 28. 85.7 40.7
1 0305 38 15. 8.4 30.3 * 1 1125 138 29. 105.3 42.3 * 1 1945 238 28. 85.5 40.7
1 0310 39 15. 9.3 30.4 * 1 1130 139 29. 105.1 42.3 * 1 1950 239 28. 85.3 40.7
1 0315 40 16. 10.5 30.6 * 1 1135 140 29. 104.9 42.3 * 1 1955 240 28. 85.1 40.7
1 0320 41 16. 12.2 30.8 * 1 1140 141 29. 104.7 42.3 * 1 2000 241 28. 84.9 40.7
1 0325 42 17. 14.7 31.2 * 1 1145 142 29. 104.5 42.2 * 1 2005 242 28. 84.7 40.6
1 0330 43 18. 18.4 32.2 * 1 1150 143 29. 104.3 42.2 * 1 2010 243 28. 84.5 40.6
1 0335 44 20. 23.6 33.6 * 1 1155 144 29. 104.0 42.2 * 1 2015 244 28. 84.3 40.6
1 0340 45 22. 30.3 34.7 * 1 1200 145 29. 103.8 42.2 * 1 2020 245 28. 84.1 40.6
1 0345 46 23. 38.0 35.7 * 1 1205 146 29. 103.6 42.2 * 1 2025 246 28. 83.9 40.6
1 0350 47 24. 45.9 36.7 * 1 1210 147 29. 103.4 42.2 * 1 2030 247 28. 83.7 40.6
1 0355 48 25. 53.5 37.6 * 1 1215 148 29. 103.2 42.2 * 1 2035 248 28. 83.6 40.5
1 0400 49 26. 60.4 38.3 * 1 1220 149 29. 103.0 42.1 * 1 2040 249 28. 83.4 40.5
1 0405 50 26. 66.3 38.9 * 1 1225 150 29. 102.8 42.1 * 1 2045 250 28. 83.2 40.5
1 0410 51 27. 71.3 39.4 * 1 1230 151 29. 102.6 42.1 * 1 2050 251 28. 83.0 40.5
1 0415 52 27. 75.5 39.8 * 1 1235 152 29. 102.4 42.1 * 1 2055 252 28. 82.8 40.5
1 0420 53 27. 78.9 40.2 * 1 1240 153 29. 102.2 42.1 * 1 2100 253 28. 82.6 40.5
1 0425 54 28. 81.8 40.4 * 1 1245 154 29. 102.0 42.1 * 1 2105 254 28. 82.4 40.5
1 0430 55 28. 84.2 40.6 * 1 1250 155 29. 101.8 42.1 * 1 2110 255 28. 82.2 40.4
1 0435 56 28. 86.4 40.8 * 1 1255 156 29. 101.6 42.0 * 1 2115 256 28. 82.0 40.4
1 0440 57 28. 88.7 41.0 * 1 1300 157 29. 101.4 42.0 * 1 2120 257 28. 81.8 40.4
1 0445 58 28. 91.0 41.2 * 1 1305 158 29. 101.2 42.0 * 1 2125 258 28. 81.6 40.4
1 0450 59 29. 93.6 41.4 * 1 1310 159 29. 101.0 42.0 * 1 2130 259 28. 81.5 40.4
1 0455 60 29. 96.4 41.6 * 1 1315 160 29. 100.8 42.0 * 1 2135 260 28. 81.3 40.4
1 0500 61 29. 99.4 41.9 * 1 1320 161 29. 100.6 42.0 * 1 2140 261 28. 81.1 40.3
1 0505 62 29. 102.3 42.1 * 1 1325 162 29. 100.4 42.0 * 1 2145 262 28. 80.9 40.3
1 0510 63 29. 105.1 42.3 * 1 1330 163 29. 100.2 41.9 * 1 2150 263 28. 80.7 40.3
1 0515 64 30. 107.5 42.4 * 1 1335 164 29. 100.0 41.9 * 1 2155 264 28. 80.5 40.3
1 0520 65 30. 109.6 42.6 * 1 1340 165 29. 99.8 41.9 * 1 2200 265 28. 80.3 40.3
1 0525 66 30. 111.2 42.7 * 1 1345 166 29. 99.6 41.9 * 1 2205 266 28. 80.1 40.3
1 0530 67 30. 112.5 42.8 * 1 1350 167 29. 99.4 41.9 * 1 2210 267 28. 79.9 40.2
1 0535 68 30. 113.6 42.9 * 1 1355 168 29. 99.2 41.9 * 1 2215 268 28. 79.7 40.2
1 0540 69 30. 114.4 42.9 * 1 1400 169 29. 99.0 41.8 * 1 2220 269 28. 79.6 40.2
1 0545 70 30. 115.0 43.0 * 1 1405 170 29. 98.8 41.8 * 1 2225 270 27. 79.4 40.2
1 0550 71 30. 115.5 43.0 * 1 1410 171 29. 98.6 41.8 * 1 2230 271 27. 79.2 40.2
1 0555 72 30. 115.9 43.0 * 1 1415 172 29. 98.4 41.8 * 1 2235 272 27. 79.0 40.2
1 0600 73 30. 116.2 43.0 * 1 1420 173 29. 98.2 41.8 * 1 2240 273 27. 78.8 40.1
1 0605 74 30. 116.4 43.1 * 1 1425 174 29. 98.0 41.8 * 1 2245 274 27. 78.6 40.1
1 0610 75 30. 116.6 43.1 * 1 1430 175 29. 97.8 41.7 * 1 2250 275 27. 78.4 40.1
1 0615 76 30. 116.7 43.1 * 1 1435 176 29. 97.6 41.7 * 1 2255 276 27. 78.2 40.1
1 0620 77 30. 116.8 43.1 * 1 1440 177 29. 97.4 41.7 * 1 2300 277 27. 78.0 40.1
1 0625 78 30. 116.8 43.1 * 1 1445 178 29. 97.2 41.7 * 1 2305 278 27. 77.9 40.1
1 0630 79 30. 116.8 43.1 * 1 1450 179 29. 97.0 41.7 * 1 2310 279 27. 77.7 40.1
1 0635 80 30. 116.7 43.1 * 1 1455 180 29. 96.8 41.7 * 1 2315 280 27. 77.5 40.0
1 0640 81 30. 116.6 43.1 * 1 1500 181 29. 96.6 41.6 * 1 2320 281 27. 77.3 40.0
1 0645 82 30. 116.5 43.1 * 1 1505 182 29. 96.4 41.6 * 1 2325 282 27. 77.1 40.0
1 0650 83 30. 116.4 43.1 * 1 1510 183 29. 96.2 41.6 * 1 2330 283 27. 76.9 40.0
1 0655 84 30. 116.2 43.0 * 1 1515 184 29. 96.0 41.6 * 1 2335 284 27. 76.7 40.0
1 0700 85 30. 116.0 43.0 * 1 1520 185 29. 95.8 41.6 * 1 2340 285 27. 76.5 40.0
1 0705 86 30. 115.9 43.0 * 1 1525 186 29. 95.6 41.6 * 1 2345 286 27. 76.3 39.9
1 0710 87 30. 115.7 43.0 * 1 1530 187 29. 95.4 41.5 * 1 2350 287 27. 76.2 39.9
1 0715 88 30. 115.5 43.0 * 1 1535 188 29. 95.2 41.5 * 1 2355 288 27. 76.0 39.9
1 0720 89 30. 115.3 43.0 * 1 1540 189 29. 95.0 41.5 * 2 0000 289 27. 75.8 39.9
1 0725 90 30. 115.1 43.0 * 1 1545 190 29. 94.8 41.5 * 2 0005 290 27. 75.6 39.9
1 0730 91 30. 114.9 43.0 * 1 1550 191 29. 94.6 41.5 * 2 0010 291 27. 75.4 39.8
1 0735 92 30. 114.7 42.9 * 1 1555 192 29. 94.4 41.5 * 2 0015 292 27. 75.2 39.8
1 0740 93 30. 114.5 42.9 * 1 1600 193 29. 94.2 41.4 * 2 0020 293 27. 75.0 39.8
1 0745 94 30. 114.3 42.9 * 1 1605 194 29. 94.1 41.4 * 2 0025 294 27. 74.8 39.8
1 0750 95 30. 114.1 42.9 * 1 1610 195 29. 93.9 41.4 * 2 0030 295 27. 74.7 39.8
1 0755 96 30. 113.9 42.9 * 1 1615 196 29. 93.7 41.4 * 2 0035 296 27. 74.5 39.7
1 0800 97 30. 113.7 42.9 * 1 1620 197 29. 93.5 41.4 * 2 0040 297 27. 74.3 39.7
1 0805 98 30. 113.4 42.9 * 1 1625 198 29. 93.3 41.4 * 2 0045 298 27. 74.1 39.7
1 0810 99 30. 113.2 42.8 * 1 1630 199 29. 93.1 41.3 * 2 0050 299 27. 73.9 39.7
1 0815 100 30. 113.0 42.8 * 1 1635 200 29. 92.9 41.3 * 2 0055 300 27. 73.7 39.7
* *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 30. 6.42 30. 27. 26. 26.
(INCHES) .148 .527 .527 .527
(AC-FT) 15. 53. 53. 53.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 72-HR 24.92-HR
+ (AC-FT) (HR)
117. 6.42 112. 85. 82. 82.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 24.92-HR
+ (FEET) (HR)
43.09 6.42 42.77 40.00 39.48 39.48
CUMULATIVE AREA = 1.88 SQ MI
*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***
**************
* *
627 KK * MEADOWIN *
* *
**************
630 KO OUTPUT CONTROL VARIABLES
IPRNT 1 PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
631 HC HYDROGRAPH COMBINATION
ICOMP 2 NUMBER OF HYDROGRAPHS TO COMBINE
***
***********************************************************************************************************************************
HYDROGRAPH AT STATION MEADOWIN
SUM OF 2 HYDROGRAPHS
PLAN 1, RATIO = .88
***********************************************************************************************************************************
* * *
DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW
* * *
1 0000 1 0. * 1 0615 76 214. * 1 1230 151 0. * 1 1845 226 0.
1 0005 2 0. * 1 0620 77 184. * 1 1235 152 0. * 1 1850 227 0.
1 0010 3 0. * 1 0625 78 156. * 1 1240 153 0. * 1 1855 228 0.
1 0015 4 0. * 1 0630 79 130. * 1 1245 154 0. * 1 1900 229 0.
1 0020 5 1. * 1 0635 80 107. * 1 1250 155 0. * 1 1905 230 0.
1 0025 6 3. * 1 0640 81 87. * 1 1255 156 0. * 1 1910 231 0.
1 0030 7 12. * 1 0645 82 70. * 1 1300 157 0. * 1 1915 232 0.
1 0035 8 29. * 1 0650 83 56. * 1 1305 158 0. * 1 1920 233 0.
1 0040 9 54. * 1 0655 84 44. * 1 1310 159 0. * 1 1925 234 0.
1 0045 10 82. * 1 0700 85 34. * 1 1315 160 0. * 1 1930 235 0.
1 0050 11 108. * 1 0705 86 27. * 1 1320 161 0. * 1 1935 236 0.
1 0055 12 128. * 1 0710 87 20. * 1 1325 162 0. * 1 1940 237 0.
1 0100 13 140. * 1 0715 88 16. * 1 1330 163 0. * 1 1945 238 0.
1 0105 14 144. * 1 0720 89 12. * 1 1335 164 0. * 1 1950 239 0.
1 0110 15 145. * 1 0725 90 9. * 1 1340 165 0. * 1 1955 240 0.
1 0115 16 145. * 1 0730 91 7. * 1 1345 166 0. * 1 2000 241 0.
1 0120 17 145. * 1 0735 92 5. * 1 1350 167 0. * 1 2005 242 0.
1 0125 18 148. * 1 0740 93 4. * 1 1355 168 0. * 1 2010 243 0.
1 0130 19 155. * 1 0745 94 3. * 1 1400 169 0. * 1 2015 244 0.
1 0135 20 169. * 1 0750 95 2. * 1 1405 170 0. * 1 2020 245 0.
1 0140 21 190. * 1 0755 96 2. * 1 1410 171 0. * 1 2025 246 0.
1 0145 22 219. * 1 0800 97 1. * 1 1415 172 0. * 1 2030 247 0.
1 0150 23 252. * 1 0805 98 1. * 1 1420 173 0. * 1 2035 248 0.
1 0155 24 282. * 1 0810 99 1. * 1 1425 174 0. * 1 2040 249 0.
1 0200 25 308. * 1 0815 100 1. * 1 1430 175 0. * 1 2045 250 0.
1 0205 26 327. * 1 0820 101 0. * 1 1435 176 0. * 1 2050 251 0.
1 0210 27 341. * 1 0825 102 0. * 1 1440 177 0. * 1 2055 252 0.
1 0215 28 353. * 1 0830 103 0. * 1 1445 178 0. * 1 2100 253 0.
1 0220 29 363. * 1 0835 104 0. * 1 1450 179 0. * 1 2105 254 0.
1 0225 30 374. * 1 0840 105 0. * 1 1455 180 0. * 1 2110 255 0.
1 0230 31 383. * 1 0845 106 0. * 1 1500 181 0. * 1 2115 256 0.
1 0235 32 388. * 1 0850 107 0. * 1 1505 182 0. * 1 2120 257 0.
1 0240 33 391. * 1 0855 108 0. * 1 1510 183 0. * 1 2125 258 0.
1 0245 34 395. * 1 0900 109 0. * 1 1515 184 0. * 1 2130 259 0.
1 0250 35 403. * 1 0905 110 0. * 1 1520 185 0. * 1 2135 260 0.
1 0255 36 418. * 1 0910 111 0. * 1 1525 186 0. * 1 2140 261 0.
1 0300 37 443. * 1 0915 112 0. * 1 1530 187 0. * 1 2145 262 0.
1 0305 38 490. * 1 0920 113 0. * 1 1535 188 0. * 1 2150 263 0.
1 0310 39 572. * 1 0925 114 0. * 1 1540 189 0. * 1 2155 264 0.
1 0315 40 716. * 1 0930 115 0. * 1 1545 190 0. * 1 2200 265 0.
1 0320 41 964. * 1 0935 116 0. * 1 1550 191 0. * 1 2205 266 0.
1 0325 42 1372. * 1 0940 117 0. * 1 1555 192 0. * 1 2210 267 0.
1 0330 43 1976. * 1 0945 118 0. * 1 1600 193 0. * 1 2215 268 0.
1 0335 44 2710. * 1 0950 119 0. * 1 1605 194 0. * 1 2220 269 0.
1 0340 45 3356. * 1 0955 120 0. * 1 1610 195 0. * 1 2225 270 0.
1 0345 46 3763. * 1 1000 121 0. * 1 1615 196 0. * 1 2230 271 0.
1 0350 47 3896. * 1 1005 122 0. * 1 1620 197 0. * 1 2235 272 0.
1 0355 48 3792. * 1 1010 123 0. * 1 1625 198 0. * 1 2240 273 0.
1 0400 49 3522. * 1 1015 124 0. * 1 1630 199 0. * 1 2245 274 0.
1 0405 50 3158. * 1 1020 125 0. * 1 1635 200 0. * 1 2250 275 0.
1 0410 51 2766. * 1 1025 126 0. * 1 1640 201 0. * 1 2255 276 0.
1 0415 52 2389. * 1 1030 127 0. * 1 1645 202 0. * 1 2300 277 0.
1 0420 53 2050. * 1 1035 128 0. * 1 1650 203 0. * 1 2305 278 0.
1 0425 54 1762. * 1 1040 129 0. * 1 1655 204 0. * 1 2310 279 0.
1 0430 55 1541. * 1 1045 130 0. * 1 1700 205 0. * 1 2315 280 0.
1 0435 56 1401. * 1 1050 131 0. * 1 1705 206 0. * 1 2320 281 0.
1 0440 57 1339. * 1 1055 132 0. * 1 1710 207 0. * 1 2325 282 0.
1 0445 58 1341. * 1 1100 133 0. * 1 1715 208 0. * 1 2330 283 0.
1 0450 59 1393. * 1 1105 134 0. * 1 1720 209 0. * 1 2335 284 0.
1 0455 60 1469. * 1 1110 135 0. * 1 1725 210 0. * 1 2340 285 0.
1 0500 61 1522. * 1 1115 136 0. * 1 1730 211 0. * 1 2345 286 0.
1 0505 62 1521. * 1 1120 137 0. * 1 1735 212 0. * 1 2350 287 0.
1 0510 63 1460. * 1 1125 138 0. * 1 1740 213 0. * 1 2355 288 0.
1 0515 64 1347. * 1 1130 139 0. * 1 1745 214 0. * 2 0000 289 0.
1 0520 65 1200. * 1 1135 140 0. * 1 1750 215 0. * 2 0005 290 0.
1 0525 66 1043. * 1 1140 141 0. * 1 1755 216 0. * 2 0010 291 0.
1 0530 67 891. * 1 1145 142 0. * 1 1800 217 0. * 2 0015 292 0.
1 0535 68 752. * 1 1150 143 0. * 1 1805 218 0. * 2 0020 293 0.
1 0540 69 632. * 1 1155 144 0. * 1 1810 219 0. * 2 0025 294 0.
1 0545 70 530. * 1 1200 145 0. * 1 1815 220 0. * 2 0030 295 0.
1 0550 71 448. * 1 1205 146 0. * 1 1820 221 0. * 2 0035 296 0.
1 0555 72 382. * 1 1210 147 0. * 1 1825 222 0. * 2 0040 297 0.
1 0600 73 328. * 1 1215 148 0. * 1 1830 223 0. * 2 0045 298 0.
1 0605 74 284. * 1 1220 149 0. * 1 1835 224 0. * 2 0050 299 0.
1 0610 75 247. * 1 1225 150 0. * 1 1840 225 0. * 2 0055 300 0.
* * *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 3896. 3.83 952. 239. 231. 231.
(INCHES) 1.172 1.179 1.179 1.179
(AC-FT) 472. 475. 475. 475.
CUMULATIVE AREA = 7.55 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION MEADOWIN
SUM OF 2 HYDROGRAPHS
PLAN 1, RATIO = .88
***********************************************************************************************************************************
* * *
DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW
* * *
1 0000 1 0. * 1 0615 76 213. * 1 1230 151 0. * 1 1845 226 0.
1 0005 2 0. * 1 0620 77 183. * 1 1235 152 0. * 1 1850 227 0.
1 0010 3 0. * 1 0625 78 155. * 1 1240 153 0. * 1 1855 228 0.
1 0015 4 0. * 1 0630 79 129. * 1 1245 154 0. * 1 1900 229 0.
1 0020 5 1. * 1 0635 80 107. * 1 1250 155 0. * 1 1905 230 0.
1 0025 6 3. * 1 0640 81 87. * 1 1255 156 0. * 1 1910 231 0.
1 0030 7 11. * 1 0645 82 70. * 1 1300 157 0. * 1 1915 232 0.
1 0035 8 28. * 1 0650 83 56. * 1 1305 158 0. * 1 1920 233 0.
1 0040 9 52. * 1 0655 84 44. * 1 1310 159 0. * 1 1925 234 0.
1 0045 10 80. * 1 0700 85 34. * 1 1315 160 0. * 1 1930 235 0.
1 0050 11 105. * 1 0705 86 27. * 1 1320 161 0. * 1 1935 236 0.
1 0055 12 125. * 1 0710 87 20. * 1 1325 162 0. * 1 1940 237 0.
1 0100 13 137. * 1 0715 88 16. * 1 1330 163 0. * 1 1945 238 0.
1 0105 14 141. * 1 0720 89 12. * 1 1335 164 0. * 1 1950 239 0.
1 0110 15 142. * 1 0725 90 9. * 1 1340 165 0. * 1 1955 240 0.
1 0115 16 142. * 1 0730 91 7. * 1 1345 166 0. * 1 2000 241 0.
1 0120 17 143. * 1 0735 92 5. * 1 1350 167 0. * 1 2005 242 0.
1 0125 18 146. * 1 0740 93 4. * 1 1355 168 0. * 1 2010 243 0.
1 0130 19 153. * 1 0745 94 3. * 1 1400 169 0. * 1 2015 244 0.
1 0135 20 166. * 1 0750 95 2. * 1 1405 170 0. * 1 2020 245 0.
1 0140 21 188. * 1 0755 96 2. * 1 1410 171 0. * 1 2025 246 0.
1 0145 22 216. * 1 0800 97 1. * 1 1415 172 0. * 1 2030 247 0.
1 0150 23 248. * 1 0805 98 1. * 1 1420 173 0. * 1 2035 248 0.
1 0155 24 279. * 1 0810 99 1. * 1 1425 174 0. * 1 2040 249 0.
1 0200 25 304. * 1 0815 100 1. * 1 1430 175 0. * 1 2045 250 0.
1 0205 26 323. * 1 0820 101 0. * 1 1435 176 0. * 1 2050 251 0.
1 0210 27 337. * 1 0825 102 0. * 1 1440 177 0. * 1 2055 252 0.
1 0215 28 348. * 1 0830 103 0. * 1 1445 178 0. * 1 2100 253 0.
1 0220 29 359. * 1 0835 104 0. * 1 1450 179 0. * 1 2105 254 0.
1 0225 30 370. * 1 0840 105 0. * 1 1455 180 0. * 1 2110 255 0.
1 0230 31 379. * 1 0845 106 0. * 1 1500 181 0. * 1 2115 256 0.
1 0235 32 384. * 1 0850 107 0. * 1 1505 182 0. * 1 2120 257 0.
1 0240 33 387. * 1 0855 108 0. * 1 1510 183 0. * 1 2125 258 0.
1 0245 34 391. * 1 0900 109 0. * 1 1515 184 0. * 1 2130 259 0.
1 0250 35 399. * 1 0905 110 0. * 1 1520 185 0. * 1 2135 260 0.
1 0255 36 413. * 1 0910 111 0. * 1 1525 186 0. * 1 2140 261 0.
1 0300 37 439. * 1 0915 112 0. * 1 1530 187 0. * 1 2145 262 0.
1 0305 38 485. * 1 0920 113 0. * 1 1535 188 0. * 1 2150 263 0.
1 0310 39 566. * 1 0925 114 0. * 1 1540 189 0. * 1 2155 264 0.
1 0315 40 709. * 1 0930 115 0. * 1 1545 190 0. * 1 2200 265 0.
1 0320 41 954. * 1 0935 116 0. * 1 1550 191 0. * 1 2205 266 0.
1 0325 42 1358. * 1 0940 117 0. * 1 1555 192 0. * 1 2210 267 0.
1 0330 43 1959. * 1 0945 118 0. * 1 1600 193 0. * 1 2215 268 0.
1 0335 44 2686. * 1 0950 119 0. * 1 1605 194 0. * 1 2220 269 0.
1 0340 45 3326. * 1 0955 120 0. * 1 1610 195 0. * 1 2225 270 0.
1 0345 46 3731. * 1 1000 121 0. * 1 1615 196 0. * 1 2230 271 0.
1 0350 47 3868. * 1 1005 122 0. * 1 1620 197 0. * 1 2235 272 0.
1 0355 48 3765. * 1 1010 123 0. * 1 1625 198 0. * 1 2240 273 0.
1 0400 49 3497. * 1 1015 124 0. * 1 1630 199 0. * 1 2245 274 0.
1 0405 50 3137. * 1 1020 125 0. * 1 1635 200 0. * 1 2250 275 0.
1 0410 51 2749. * 1 1025 126 0. * 1 1640 201 0. * 1 2255 276 0.
1 0415 52 2374. * 1 1030 127 0. * 1 1645 202 0. * 1 2300 277 0.
1 0420 53 2037. * 1 1035 128 0. * 1 1650 203 0. * 1 2305 278 0.
1 0425 54 1751. * 1 1040 129 0. * 1 1655 204 0. * 1 2310 279 0.
1 0430 55 1532. * 1 1045 130 0. * 1 1700 205 0. * 1 2315 280 0.
1 0435 56 1392. * 1 1050 131 0. * 1 1705 206 0. * 1 2320 281 0.
1 0440 57 1330. * 1 1055 132 0. * 1 1710 207 0. * 1 2325 282 0.
1 0445 58 1332. * 1 1100 133 0. * 1 1715 208 0. * 1 2330 283 0.
1 0450 59 1383. * 1 1105 134 0. * 1 1720 209 0. * 1 2335 284 0.
1 0455 60 1458. * 1 1110 135 0. * 1 1725 210 0. * 1 2340 285 0.
1 0500 61 1511. * 1 1115 136 0. * 1 1730 211 0. * 1 2345 286 0.
1 0505 62 1511. * 1 1120 137 0. * 1 1735 212 0. * 1 2350 287 0.
1 0510 63 1450. * 1 1125 138 0. * 1 1740 213 0. * 1 2355 288 0.
1 0515 64 1338. * 1 1130 139 0. * 1 1745 214 0. * 2 0000 289 0.
1 0520 65 1193. * 1 1135 140 0. * 1 1750 215 0. * 2 0005 290 0.
1 0525 66 1036. * 1 1140 141 0. * 1 1755 216 0. * 2 0010 291 0.
1 0530 67 886. * 1 1145 142 0. * 1 1800 217 0. * 2 0015 292 0.
1 0535 68 748. * 1 1150 143 0. * 1 1805 218 0. * 2 0020 293 0.
1 0540 69 628. * 1 1155 144 0. * 1 1810 219 0. * 2 0025 294 0.
1 0545 70 528. * 1 1200 145 0. * 1 1815 220 0. * 2 0030 295 0.
1 0550 71 446. * 1 1205 146 0. * 1 1820 221 0. * 2 0035 296 0.
1 0555 72 380. * 1 1210 147 0. * 1 1825 222 0. * 2 0040 297 0.
1 0600 73 326. * 1 1215 148 0. * 1 1830 223 0. * 2 0045 298 0.
1 0605 74 283. * 1 1220 149 0. * 1 1835 224 0. * 2 0050 299 0.
1 0610 75 246. * 1 1225 150 0. * 1 1840 225 0. * 2 0055 300 0.
* * *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 3868. 3.83 944. 238. 229. 229.
(INCHES) 1.163 1.170 1.170 1.170
(AC-FT) 468. 471. 471. 471.
CUMULATIVE AREA = 7.55 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION MEADOWIN
SUM OF 2 HYDROGRAPHS
PLAN 1, RATIO = .87
***********************************************************************************************************************************
* * *
DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW
* * *
1 0000 1 0. * 1 0615 76 211. * 1 1230 151 0. * 1 1845 226 0.
1 0005 2 0. * 1 0620 77 181. * 1 1235 152 0. * 1 1850 227 0.
1 0010 3 0. * 1 0625 78 153. * 1 1240 153 0. * 1 1855 228 0.
1 0015 4 0. * 1 0630 79 128. * 1 1245 154 0. * 1 1900 229 0.
1 0020 5 0. * 1 0635 80 105. * 1 1250 155 0. * 1 1905 230 0.
1 0025 6 3. * 1 0640 81 86. * 1 1255 156 0. * 1 1910 231 0.
1 0030 7 10. * 1 0645 82 69. * 1 1300 157 0. * 1 1915 232 0.
1 0035 8 26. * 1 0650 83 55. * 1 1305 158 0. * 1 1920 233 0.
1 0040 9 49. * 1 0655 84 43. * 1 1310 159 0. * 1 1925 234 0.
1 0045 10 76. * 1 0700 85 34. * 1 1315 160 0. * 1 1930 235 0.
1 0050 11 101. * 1 0705 86 26. * 1 1320 161 0. * 1 1935 236 0.
1 0055 12 120. * 1 0710 87 20. * 1 1325 162 0. * 1 1940 237 0.
1 0100 13 131. * 1 0715 88 16. * 1 1330 163 0. * 1 1945 238 0.
1 0105 14 136. * 1 0720 89 12. * 1 1335 164 0. * 1 1950 239 0.
1 0110 15 137. * 1 0725 90 9. * 1 1340 165 0. * 1 1955 240 0.
1 0115 16 137. * 1 0730 91 7. * 1 1345 166 0. * 1 2000 241 0.
1 0120 17 138. * 1 0735 92 5. * 1 1350 167 0. * 1 2005 242 0.
1 0125 18 141. * 1 0740 93 4. * 1 1355 168 0. * 1 2010 243 0.
1 0130 19 148. * 1 0745 94 3. * 1 1400 169 0. * 1 2015 244 0.
1 0135 20 161. * 1 0750 95 2. * 1 1405 170 0. * 1 2020 245 0.
1 0140 21 182. * 1 0755 96 2. * 1 1410 171 0. * 1 2025 246 0.
1 0145 22 210. * 1 0800 97 1. * 1 1415 172 0. * 1 2030 247 0.
1 0150 23 241. * 1 0805 98 1. * 1 1420 173 0. * 1 2035 248 0.
1 0155 24 271. * 1 0810 99 1. * 1 1425 174 0. * 1 2040 249 0.
1 0200 25 296. * 1 0815 100 1. * 1 1430 175 0. * 1 2045 250 0.
1 0205 26 315. * 1 0820 101 0. * 1 1435 176 0. * 1 2050 251 0.
1 0210 27 329. * 1 0825 102 0. * 1 1440 177 0. * 1 2055 252 0.
1 0215 28 340. * 1 0830 103 0. * 1 1445 178 0. * 1 2100 253 0.
1 0220 29 351. * 1 0835 104 0. * 1 1450 179 0. * 1 2105 254 0.
1 0225 30 361. * 1 0840 105 0. * 1 1455 180 0. * 1 2110 255 0.
1 0230 31 370. * 1 0845 106 0. * 1 1500 181 0. * 1 2115 256 0.
1 0235 32 376. * 1 0850 107 0. * 1 1505 182 0. * 1 2120 257 0.
1 0240 33 379. * 1 0855 108 0. * 1 1510 183 0. * 1 2125 258 0.
1 0245 34 383. * 1 0900 109 0. * 1 1515 184 0. * 1 2130 259 0.
1 0250 35 391. * 1 0905 110 0. * 1 1520 185 0. * 1 2135 260 0.
1 0255 36 405. * 1 0910 111 0. * 1 1525 186 0. * 1 2140 261 0.
1 0300 37 430. * 1 0915 112 0. * 1 1530 187 0. * 1 2145 262 0.
1 0305 38 475. * 1 0920 113 0. * 1 1535 188 0. * 1 2150 263 0.
1 0310 39 554. * 1 0925 114 0. * 1 1540 189 0. * 1 2155 264 0.
1 0315 40 694. * 1 0930 115 0. * 1 1545 190 0. * 1 2200 265 0.
1 0320 41 933. * 1 0935 116 0. * 1 1550 191 0. * 1 2205 266 0.
1 0325 42 1329. * 1 0940 117 0. * 1 1555 192 0. * 1 2210 267 0.
1 0330 43 1920. * 1 0945 118 0. * 1 1600 193 0. * 1 2215 268 0.
1 0335 44 2637. * 1 0950 119 0. * 1 1605 194 0. * 1 2220 269 0.
1 0340 45 3272. * 1 0955 120 0. * 1 1610 195 0. * 1 2225 270 0.
1 0345 46 3672. * 1 1000 121 0. * 1 1615 196 0. * 1 2230 271 0.
1 0350 47 3808. * 1 1005 122 0. * 1 1620 197 0. * 1 2235 272 0.
1 0355 48 3711. * 1 1010 123 0. * 1 1625 198 0. * 1 2240 273 0.
1 0400 49 3449. * 1 1015 124 0. * 1 1630 199 0. * 1 2245 274 0.
1 0405 50 3096. * 1 1020 125 0. * 1 1635 200 0. * 1 2250 275 0.
1 0410 51 2713. * 1 1025 126 0. * 1 1640 201 0. * 1 2255 276 0.
1 0415 52 2345. * 1 1030 127 0. * 1 1645 202 0. * 1 2300 277 0.
1 0420 53 2013. * 1 1035 128 0. * 1 1650 203 0. * 1 2305 278 0.
1 0425 54 1730. * 1 1040 129 0. * 1 1655 204 0. * 1 2310 279 0.
1 0430 55 1513. * 1 1045 130 0. * 1 1700 205 0. * 1 2315 280 0.
1 0435 56 1374. * 1 1050 131 0. * 1 1705 206 0. * 1 2320 281 0.
1 0440 57 1313. * 1 1055 132 0. * 1 1710 207 0. * 1 2325 282 0.
1 0445 58 1313. * 1 1100 133 0. * 1 1715 208 0. * 1 2330 283 0.
1 0450 59 1364. * 1 1105 134 0. * 1 1720 209 0. * 1 2335 284 0.
1 0455 60 1438. * 1 1110 135 0. * 1 1725 210 0. * 1 2340 285 0.
1 0500 61 1490. * 1 1115 136 0. * 1 1730 211 0. * 1 2345 286 0.
1 0505 62 1491. * 1 1120 137 0. * 1 1735 212 0. * 1 2350 287 0.
1 0510 63 1431. * 1 1125 138 0. * 1 1740 213 0. * 1 2355 288 0.
1 0515 64 1321. * 1 1130 139 0. * 1 1745 214 0. * 2 0000 289 0.
1 0520 65 1178. * 1 1135 140 0. * 1 1750 215 0. * 2 0005 290 0.
1 0525 66 1024. * 1 1140 141 0. * 1 1755 216 0. * 2 0010 291 0.
1 0530 67 875. * 1 1145 142 0. * 1 1800 217 0. * 2 0015 292 0.
1 0535 68 740. * 1 1150 143 0. * 1 1805 218 0. * 2 0020 293 0.
1 0540 69 621. * 1 1155 144 0. * 1 1810 219 0. * 2 0025 294 0.
1 0545 70 522. * 1 1200 145 0. * 1 1815 220 0. * 2 0030 295 0.
1 0550 71 441. * 1 1205 146 0. * 1 1820 221 0. * 2 0035 296 0.
1 0555 72 376. * 1 1210 147 0. * 1 1825 222 0. * 2 0040 297 0.
1 0600 73 323. * 1 1215 148 0. * 1 1830 223 0. * 2 0045 298 0.
1 0605 74 280. * 1 1220 149 0. * 1 1835 224 0. * 2 0050 299 0.
1 0610 75 243. * 1 1225 150 0. * 1 1840 225 0. * 2 0055 300 0.
* * *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 3808. 3.83 930. 234. 225. 225.
(INCHES) 1.145 1.152 1.152 1.152
(AC-FT) 461. 464. 464. 464.
CUMULATIVE AREA = 7.55 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION MEADOWIN
SUM OF 2 HYDROGRAPHS
PLAN 1, RATIO = .86
***********************************************************************************************************************************
* * *
DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW
* * *
1 0000 1 0. * 1 0615 76 209. * 1 1230 151 0. * 1 1845 226 0.
1 0005 2 0. * 1 0620 77 179. * 1 1235 152 0. * 1 1850 227 0.
1 0010 3 0. * 1 0625 78 152. * 1 1240 153 0. * 1 1855 228 0.
1 0015 4 0. * 1 0630 79 127. * 1 1245 154 0. * 1 1900 229 0.
1 0020 5 0. * 1 0635 80 105. * 1 1250 155 0. * 1 1905 230 0.
1 0025 6 3. * 1 0640 81 85. * 1 1255 156 0. * 1 1910 231 0.
1 0030 7 10. * 1 0645 82 69. * 1 1300 157 0. * 1 1915 232 0.
1 0035 8 25. * 1 0650 83 55. * 1 1305 158 0. * 1 1920 233 0.
1 0040 9 47. * 1 0655 84 43. * 1 1310 159 0. * 1 1925 234 0.
1 0045 10 73. * 1 0700 85 34. * 1 1315 160 0. * 1 1930 235 0.
1 0050 11 97. * 1 0705 86 26. * 1 1320 161 0. * 1 1935 236 0.
1 0055 12 115. * 1 0710 87 20. * 1 1325 162 0. * 1 1940 237 0.
1 0100 13 127. * 1 0715 88 15. * 1 1330 163 0. * 1 1945 238 0.
1 0105 14 131. * 1 0720 89 12. * 1 1335 164 0. * 1 1950 239 0.
1 0110 15 132. * 1 0725 90 9. * 1 1340 165 0. * 1 1955 240 0.
1 0115 16 133. * 1 0730 91 7. * 1 1345 166 0. * 1 2000 241 0.
1 0120 17 134. * 1 0735 92 5. * 1 1350 167 0. * 1 2005 242 0.
1 0125 18 137. * 1 0740 93 4. * 1 1355 168 0. * 1 2010 243 0.
1 0130 19 144. * 1 0745 94 3. * 1 1400 169 0. * 1 2015 244 0.
1 0135 20 157. * 1 0750 95 2. * 1 1405 170 0. * 1 2020 245 0.
1 0140 21 178. * 1 0755 96 2. * 1 1410 171 0. * 1 2025 246 0.
1 0145 22 205. * 1 0800 97 1. * 1 1415 172 0. * 1 2030 247 0.
1 0150 23 236. * 1 0805 98 1. * 1 1420 173 0. * 1 2035 248 0.
1 0155 24 265. * 1 0810 99 1. * 1 1425 174 0. * 1 2040 249 0.
1 0200 25 290. * 1 0815 100 1. * 1 1430 175 0. * 1 2045 250 0.
1 0205 26 309. * 1 0820 101 0. * 1 1435 176 0. * 1 2050 251 0.
1 0210 27 322. * 1 0825 102 0. * 1 1440 177 0. * 1 2055 252 0.
1 0215 28 333. * 1 0830 103 0. * 1 1445 178 0. * 1 2100 253 0.
1 0220 29 344. * 1 0835 104 0. * 1 1450 179 0. * 1 2105 254 0.
1 0225 30 355. * 1 0840 105 0. * 1 1455 180 0. * 1 2110 255 0.
1 0230 31 364. * 1 0845 106 0. * 1 1500 181 0. * 1 2115 256 0.
1 0235 32 369. * 1 0850 107 0. * 1 1505 182 0. * 1 2120 257 0.
1 0240 33 373. * 1 0855 108 0. * 1 1510 183 0. * 1 2125 258 0.
1 0245 34 377. * 1 0900 109 0. * 1 1515 184 0. * 1 2130 259 0.
1 0250 35 384. * 1 0905 110 0. * 1 1520 185 0. * 1 2135 260 0.
1 0255 36 398. * 1 0910 111 0. * 1 1525 186 0. * 1 2140 261 0.
1 0300 37 423. * 1 0915 112 0. * 1 1530 187 0. * 1 2145 262 0.
1 0305 38 467. * 1 0920 113 0. * 1 1535 188 0. * 1 2150 263 0.
1 0310 39 545. * 1 0925 114 0. * 1 1540 189 0. * 1 2155 264 0.
1 0315 40 682. * 1 0930 115 0. * 1 1545 190 0. * 1 2200 265 0.
1 0320 41 917. * 1 0935 116 0. * 1 1550 191 0. * 1 2205 266 0.
1 0325 42 1307. * 1 0940 117 0. * 1 1555 192 0. * 1 2210 267 0.
1 0330 43 1889. * 1 0945 118 0. * 1 1600 193 0. * 1 2215 268 0.
1 0335 44 2597. * 1 0950 119 0. * 1 1605 194 0. * 1 2220 269 0.
1 0340 45 3226. * 1 0955 120 0. * 1 1610 195 0. * 1 2225 270 0.
1 0345 46 3629. * 1 1000 121 0. * 1 1615 196 0. * 1 2230 271 0.
1 0350 47 3759. * 1 1005 122 0. * 1 1620 197 0. * 1 2235 272 0.
1 0355 48 3667. * 1 1010 123 0. * 1 1625 198 0. * 1 2240 273 0.
1 0400 49 3412. * 1 1015 124 0. * 1 1630 199 0. * 1 2245 274 0.
1 0405 50 3063. * 1 1020 125 0. * 1 1635 200 0. * 1 2250 275 0.
1 0410 51 2686. * 1 1025 126 0. * 1 1640 201 0. * 1 2255 276 0.
1 0415 52 2322. * 1 1030 127 0. * 1 1645 202 0. * 1 2300 277 0.
1 0420 53 1993. * 1 1035 128 0. * 1 1650 203 0. * 1 2305 278 0.
1 0425 54 1713. * 1 1040 129 0. * 1 1655 204 0. * 1 2310 279 0.
1 0430 55 1498. * 1 1045 130 0. * 1 1700 205 0. * 1 2315 280 0.
1 0435 56 1360. * 1 1050 131 0. * 1 1705 206 0. * 1 2320 281 0.
1 0440 57 1299. * 1 1055 132 0. * 1 1710 207 0. * 1 2325 282 0.
1 0445 58 1299. * 1 1100 133 0. * 1 1715 208 0. * 1 2330 283 0.
1 0450 59 1349. * 1 1105 134 0. * 1 1720 209 0. * 1 2335 284 0.
1 0455 60 1421. * 1 1110 135 0. * 1 1725 210 0. * 1 2340 285 0.
1 0500 61 1473. * 1 1115 136 0. * 1 1730 211 0. * 1 2345 286 0.
1 0505 62 1474. * 1 1120 137 0. * 1 1735 212 0. * 1 2350 287 0.
1 0510 63 1415. * 1 1125 138 0. * 1 1740 213 0. * 1 2355 288 0.
1 0515 64 1307. * 1 1130 139 0. * 1 1745 214 0. * 2 0000 289 0.
1 0520 65 1166. * 1 1135 140 0. * 1 1750 215 0. * 2 0005 290 0.
1 0525 66 1014. * 1 1140 141 0. * 1 1755 216 0. * 2 0010 291 0.
1 0530 67 867. * 1 1145 142 0. * 1 1800 217 0. * 2 0015 292 0.
1 0535 68 733. * 1 1150 143 0. * 1 1805 218 0. * 2 0020 293 0.
1 0540 69 616. * 1 1155 144 0. * 1 1810 219 0. * 2 0025 294 0.
1 0545 70 517. * 1 1200 145 0. * 1 1815 220 0. * 2 0030 295 0.
1 0550 71 437. * 1 1205 146 0. * 1 1820 221 0. * 2 0035 296 0.
1 0555 72 372. * 1 1210 147 0. * 1 1825 222 0. * 2 0040 297 0.
1 0600 73 320. * 1 1215 148 0. * 1 1830 223 0. * 2 0045 298 0.
1 0605 74 277. * 1 1220 149 0. * 1 1835 224 0. * 2 0050 299 0.
1 0610 75 241. * 1 1225 150 0. * 1 1840 225 0. * 2 0055 300 0.
* * *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 3759. 3.83 918. 231. 222. 222.
(INCHES) 1.130 1.137 1.137 1.137
(AC-FT) 455. 458. 458. 458.
CUMULATIVE AREA = 7.55 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION MEADOWIN
SUM OF 2 HYDROGRAPHS
PLAN 1, RATIO = .85
***********************************************************************************************************************************
* * *
DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW * DA MON HRMN ORD FLOW
* * *
1 0000 1 0. * 1 0615 76 207. * 1 1230 151 0. * 1 1845 226 0.
1 0005 2 0. * 1 0620 77 178. * 1 1235 152 0. * 1 1850 227 0.
1 0010 3 0. * 1 0625 78 151. * 1 1240 153 0. * 1 1855 228 0.
1 0015 4 0. * 1 0630 79 126. * 1 1245 154 0. * 1 1900 229 0.
1 0020 5 0. * 1 0635 80 104. * 1 1250 155 0. * 1 1905 230 0.
1 0025 6 3. * 1 0640 81 85. * 1 1255 156 0. * 1 1910 231 0.
1 0030 7 9. * 1 0645 82 68. * 1 1300 157 0. * 1 1915 232 0.
1 0035 8 24. * 1 0650 83 54. * 1 1305 158 0. * 1 1920 233 0.
1 0040 9 45. * 1 0655 84 43. * 1 1310 159 0. * 1 1925 234 0.
1 0045 10 70. * 1 0700 85 34. * 1 1315 160 0. * 1 1930 235 0.
1 0050 11 93. * 1 0705 86 26. * 1 1320 161 0. * 1 1935 236 0.
1 0055 12 112. * 1 0710 87 20. * 1 1325 162 0. * 1 1940 237 0.
1 0100 13 123. * 1 0715 88 15. * 1 1330 163 0. * 1 1945 238 0.
1 0105 14 128. * 1 0720 89 12. * 1 1335 164 0. * 1 1950 239 0.
1 0110 15 129. * 1 0725 90 9. * 1 1340 165 0. * 1 1955 240 0.
1 0115 16 129. * 1 0730 91 7. * 1 1345 166 0. * 1 2000 241 0.
1 0120 17 131. * 1 0735 92 5. * 1 1350 167 0. * 1 2005 242 0.
1 0125 18 134. * 1 0740 93 4. * 1 1355 168 0. * 1 2010 243 0.
1 0130 19 141. * 1 0745 94 3. * 1 1400 169 0. * 1 2015 244 0.
1 0135 20 154. * 1 0750 95 2. * 1 1405 170 0. * 1 2020 245 0.
1 0140 21 174. * 1 0755 96 2. * 1 1410 171 0. * 1 2025 246 0.
1 0145 22 201. * 1 0800 97 1. * 1 1415 172 0. * 1 2030 247 0.
1 0150 23 231. * 1 0805 98 1. * 1 1420 173 0. * 1 2035 248 0.
1 0155 24 260. * 1 0810 99 1. * 1 1425 174 0. * 1 2040 249 0.
1 0200 25 285. * 1 0815 100 1. * 1 1430 175 0. * 1 2045 250 0.
1 0205 26 303. * 1 0820 101 0. * 1 1435 176 0. * 1 2050 251 0.
1 0210 27 317. * 1 0825 102 0. * 1 1440 177 0. * 1 2055 252 0.
1 0215 28 328. * 1 0830 103 0. * 1 1445 178 0. * 1 2100 253 0.
1 0220 29 338. * 1 0835 104 0. * 1 1450 179 0. * 1 2105 254 0.
1 0225 30 349. * 1 0840 105 0. * 1 1455 180 0. * 1 2110 255 0.
1 0230 31 358. * 1 0845 106 0. * 1 1500 181 0. * 1 2115 256 0.
1 0235 32 364. * 1 0850 107 0. * 1 1505 182 0. * 1 2120 257 0.
1 0240 33 367. * 1 0855 108 0. * 1 1510 183 0. * 1 2125 258 0.
1 0245 34 371. * 1 0900 109 0. * 1 1515 184 0. * 1 2130 259 0.
1 0250 35 379. * 1 0905 110 0. * 1 1520 185 0. * 1 2135 260 0.
1 0255 36 392. * 1 0910 111 0. * 1 1525 186 0. * 1 2140 261 0.
1 0300 37 417. * 1 0915 112 0. * 1 1530 187 0. * 1 2145 262 0.
1 0305 38 460. * 1 0920 113 0. * 1 1535 188 0. * 1 2150 263 0.
1 0310 39 537. * 1 0925 114 0. * 1 1540 189 0. * 1 2155 264 0.
1 0315 40 672. * 1 0930 115 0. * 1 1545 190 0. * 1 2200 265 0.
1 0320 41 904. * 1 0935 116 0. * 1 1550 191 0. * 1 2205 266 0.
1 0325 42 1289. * 1 0940 117 0. * 1 1555 192 0. * 1 2210 267 0.
1 0330 43 1862. * 1 0945 118 0. * 1 1600 193 0. * 1 2215 268 0.
1 0335 44 2563. * 1 0950 119 0. * 1 1605 194 0. * 1 2220 269 0.
1 0340 45 3189. * 1 0955 120 0. * 1 1610 195 0. * 1 2225 270 0.
1 0345 46 3588. * 1 1000 121 0. * 1 1615 196 0. * 1 2230 271 0.
1 0350 47 3720. * 1 1005 122 0. * 1 1620 197 0. * 1 2235 272 0.
1 0355 48 3631. * 1 1010 123 0. * 1 1625 198 0. * 1 2240 273 0.
1 0400 49 3378. * 1 1015 124 0. * 1 1630 199 0. * 1 2245 274 0.
1 0405 50 3034. * 1 1020 125 0. * 1 1635 200 0. * 1 2250 275 0.
1 0410 51 2661. * 1 1025 126 0. * 1 1640 201 0. * 1 2255 276 0.
1 0415 52 2301. * 1 1030 127 0. * 1 1645 202 0. * 1 2300 277 0.
1 0420 53 1975. * 1 1035 128 0. * 1 1650 203 0. * 1 2305 278 0.
1 0425 54 1698. * 1 1040 129 0. * 1 1655 204 0. * 1 2310 279 0.
1 0430 55 1485. * 1 1045 130 0. * 1 1700 205 0. * 1 2315 280 0.
1 0435 56 1348. * 1 1050 131 0. * 1 1705 206 0. * 1 2320 281 0.
1 0440 57 1287. * 1 1055 132 0. * 1 1710 207 0. * 1 2325 282 0.
1 0445 58 1287. * 1 1100 133 0. * 1 1715 208 0. * 1 2330 283 0.
1 0450 59 1336. * 1 1105 134 0. * 1 1720 209 0. * 1 2335 284 0.
1 0455 60 1407. * 1 1110 135 0. * 1 1725 210 0. * 1 2340 285 0.
1 0500 61 1459. * 1 1115 136 0. * 1 1730 211 0. * 1 2345 286 0.
1 0505 62 1459. * 1 1120 137 0. * 1 1735 212 0. * 1 2350 287 0.
1 0510 63 1402. * 1 1125 138 0. * 1 1740 213 0. * 1 2355 288 0.
1 0515 64 1295. * 1 1130 139 0. * 1 1745 214 0. * 2 0000 289 0.
1 0520 65 1156. * 1 1135 140 0. * 1 1750 215 0. * 2 0005 290 0.
1 0525 66 1005. * 1 1140 141 0. * 1 1755 216 0. * 2 0010 291 0.
1 0530 67 860. * 1 1145 142 0. * 1 1800 217 0. * 2 0015 292 0.
1 0535 68 727. * 1 1150 143 0. * 1 1805 218 0. * 2 0020 293 0.
1 0540 69 611. * 1 1155 144 0. * 1 1810 219 0. * 2 0025 294 0.
1 0545 70 513. * 1 1200 145 0. * 1 1815 220 0. * 2 0030 295 0.
1 0550 71 434. * 1 1205 146 0. * 1 1820 221 0. * 2 0035 296 0.
1 0555 72 369. * 1 1210 147 0. * 1 1825 222 0. * 2 0040 297 0.
1 0600 73 318. * 1 1215 148 0. * 1 1830 223 0. * 2 0045 298 0.
1 0605 74 275. * 1 1220 149 0. * 1 1835 224 0. * 2 0050 299 0.
1 0610 75 239. * 1 1225 150 0. * 1 1840 225 0. * 2 0055 300 0.
* * *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 3720. 3.83 908. 228. 220. 220.
(INCHES) 1.118 1.124 1.124 1.124
(AC-FT) 450. 453. 453. 453.
CUMULATIVE AREA = 7.55 SQ MI
*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***
**************
* *
632 KK * MEADOWDB *
* *
**************
648 KO OUTPUT CONTROL VARIABLES
IPRNT 1 PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
HYDROGRAPH ROUTING DATA
649 RS STORAGE ROUTING
NSTPS 1 NUMBER OF SUBREACHES
ITYP STOR TYPE OF INITIAL CONDITION
RSVRIC .00 INITIAL CONDITION
X .00 WORKING R AND D COEFFICIENT
650 SV STORAGE .0 17.2 28.3 40.6 58.0 74.9 92.5 111.0 130.5 152.0
174.6 196.7 212.0 213.3 235.1 309.3
652 SE ELEVATION 2097.90 2101.00 2101.79 2102.56 2103.57 2104.51 2105.46 2106.43 2107.40 2108.43
2109.50 2110.53 2111.24 2111.30 2112.30 2115.50
654 SQ DISCHARGE 0. 202. 400. 500. 600. 700. 800. 900. 1000. 1100.
1200. 1300. 1365. 1380. 1428. 5248.
***
***********************************************************************************************************************************
HYDROGRAPH AT STATION MEADOWDB
PLAN 1, RATIO = .88
***********************************************************************************************************************************
* *
DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE
* *
1 0000 1 0. .0 2097.9 * 1 0820 101 433. 32.3 2102.0 * 1 1640 201 0. .0 2097.9
1 0005 2 0. .0 2097.9 * 1 0825 102 409. 29.4 2101.9 * 1 1645 202 0. .0 2097.9
1 0010 3 0. .0 2097.9 * 1 0830 103 372. 26.7 2101.7 * 1 1650 203 0. .0 2097.9
1 0015 4 0. .0 2097.9 * 1 0835 104 329. 24.3 2101.5 * 1 1655 204 0. .0 2097.9
1 0020 5 0. .0 2097.9 * 1 0840 105 291. 22.2 2101.4 * 1 1700 205 0. .0 2097.9
1 0025 6 0. .0 2097.9 * 1 0845 106 258. 20.3 2101.2 * 1 1705 206 0. .0 2097.9
1 0030 7 1. .1 2097.9 * 1 0850 107 228. 18.6 2101.1 * 1 1710 207 0. .0 2097.9
1 0035 8 2. .2 2097.9 * 1 0855 108 202. 17.1 2101.0 * 1 1715 208 0. .0 2097.9
1 0040 9 5. .4 2098.0 * 1 0900 109 186. 15.8 2100.8 * 1 1720 209 0. .0 2097.9
1 0045 10 10. .9 2098.1 * 1 0905 110 172. 14.6 2100.5 * 1 1725 210 0. .0 2097.9
1 0050 11 17. 1.4 2098.2 * 1 0910 111 158. 13.4 2100.3 * 1 1730 211 0. .0 2097.9
1 0055 12 25. 2.1 2098.3 * 1 0915 112 146. 12.4 2100.1 * 1 1735 212 0. .0 2097.9
1 0100 13 33. 2.8 2098.4 * 1 0920 113 135. 11.4 2100.0 * 1 1740 213 0. .0 2097.9
1 0105 14 42. 3.5 2098.5 * 1 0925 114 124. 10.5 2099.8 * 1 1745 214 0. .0 2097.9
1 0110 15 50. 4.2 2098.7 * 1 0930 115 114. 9.7 2099.7 * 1 1750 215 0. .0 2097.9
1 0115 16 57. 4.8 2098.8 * 1 0935 116 105. 9.0 2099.5 * 1 1755 216 0. .0 2097.9
1 0120 17 64. 5.4 2098.9 * 1 0940 117 97. 8.3 2099.4 * 1 1800 217 0. .0 2097.9
1 0125 18 70. 6.0 2099.0 * 1 0945 118 90. 7.6 2099.3 * 1 1805 218 0. .0 2097.9
1 0130 19 77. 6.5 2099.1 * 1 0950 119 83. 7.0 2099.2 * 1 1810 219 0. .0 2097.9
1 0135 20 83. 7.1 2099.2 * 1 0955 120 76. 6.5 2099.1 * 1 1815 220 0. .0 2097.9
1 0140 21 91. 7.7 2099.3 * 1 1000 121 70. 6.0 2099.0 * 1 1820 221 0. .0 2097.9
1 0145 22 100. 8.5 2099.4 * 1 1005 122 65. 5.5 2098.9 * 1 1825 222 0. .0 2097.9
1 0150 23 110. 9.4 2099.6 * 1 1010 123 60. 5.1 2098.8 * 1 1830 223 0. .0 2097.9
1 0155 24 122. 10.4 2099.8 * 1 1015 124 55. 4.7 2098.7 * 1 1835 224 0. .0 2097.9
1 0200 25 136. 11.5 2100.0 * 1 1020 125 51. 4.3 2098.7 * 1 1840 225 0. .0 2097.9
1 0205 26 150. 12.8 2100.2 * 1 1025 126 47. 4.0 2098.6 * 1 1845 226 0. .0 2097.9
1 0210 27 164. 14.0 2100.4 * 1 1030 127 43. 3.7 2098.6 * 1 1850 227 0. .0 2097.9
1 0215 28 179. 15.2 2100.6 * 1 1035 128 40. 3.4 2098.5 * 1 1855 228 0. .0 2097.9
1 0220 29 193. 16.4 2100.9 * 1 1040 129 37. 3.1 2098.5 * 1 1900 229 0. .0 2097.9
1 0225 30 208. 17.5 2101.0 * 1 1045 130 34. 2.9 2098.4 * 1 1905 230 0. .0 2097.9
1 0230 31 228. 18.6 2101.1 * 1 1050 131 31. 2.7 2098.4 * 1 1910 231 0. .0 2097.9
1 0235 32 246. 19.6 2101.2 * 1 1055 132 29. 2.4 2098.3 * 1 1915 232 0. .0 2097.9
1 0240 33 263. 20.6 2101.2 * 1 1100 133 27. 2.3 2098.3 * 1 1920 233 0. .0 2097.9
1 0245 34 278. 21.4 2101.3 * 1 1105 134 24. 2.1 2098.3 * 1 1925 234 0. .0 2097.9
1 0250 35 292. 22.2 2101.4 * 1 1110 135 23. 1.9 2098.2 * 1 1930 235 0. .0 2097.9
1 0255 36 306. 23.0 2101.4 * 1 1115 136 21. 1.8 2098.2 * 1 1935 236 0. .0 2097.9
1 0300 37 320. 23.8 2101.5 * 1 1120 137 19. 1.6 2098.2 * 1 1940 237 0. .0 2097.9
1 0305 38 337. 24.7 2101.5 * 1 1125 138 18. 1.5 2098.2 * 1 1945 238 0. .0 2097.9
1 0310 39 359. 26.0 2101.6 * 1 1130 139 16. 1.4 2098.2 * 1 1950 239 0. .0 2097.9
1 0315 40 392. 27.9 2101.8 * 1 1135 140 15. 1.3 2098.1 * 1 1955 240 0. .0 2097.9
1 0320 41 421. 30.8 2101.9 * 1 1140 141 14. 1.2 2098.1 * 1 2000 241 0. .0 2097.9
1 0325 42 461. 35.8 2102.3 * 1 1145 142 13. 1.1 2098.1 * 1 2005 242 0. .0 2097.9
1 0330 43 519. 44.0 2102.8 * 1 1150 143 12. 1.0 2098.1 * 1 2010 243 0. .0 2097.9
1 0335 44 590. 56.3 2103.5 * 1 1155 144 11. .9 2098.1 * 1 2015 244 0. .0 2097.9
1 0340 45 687. 72.8 2104.4 * 1 1200 145 10. .9 2098.1 * 1 2020 245 0. .0 2097.9
1 0345 46 798. 92.2 2105.4 * 1 1205 146 9. .8 2098.0 * 1 2025 246 0. .0 2097.9
1 0350 47 909. 112.7 2106.5 * 1 1210 147 9. .7 2098.0 * 1 2030 247 0. .0 2097.9
1 0355 48 1010. 132.6 2107.5 * 1 1215 148 8. .7 2098.0 * 1 2035 248 0. .0 2097.9
1 0400 49 1093. 150.5 2108.4 * 1 1220 149 7. .6 2098.0 * 1 2040 249 0. .0 2097.9
1 0405 50 1161. 165.8 2109.1 * 1 1225 150 7. .6 2098.0 * 1 2045 250 0. .0 2097.9
1 0410 51 1215. 178.0 2109.7 * 1 1230 151 6. .5 2098.0 * 1 2050 251 0. .0 2097.9
1 0415 52 1257. 187.2 2110.1 * 1 1235 152 6. .5 2098.0 * 1 2055 252 0. .0 2097.9
1 0420 53 1287. 193.7 2110.4 * 1 1240 153 5. .4 2098.0 * 1 2100 253 0. .0 2097.9
1 0425 54 1305. 197.9 2110.6 * 1 1245 154 5. .4 2098.0 * 1 2105 254 0. .0 2097.9
1 0430 55 1315. 200.3 2110.7 * 1 1250 155 4. .4 2098.0 * 1 2110 255 0. .0 2097.9
1 0435 56 1320. 201.4 2110.7 * 1 1255 156 4. .3 2098.0 * 1 2115 256 0. .0 2097.9
1 0440 57 1321. 201.7 2110.8 * 1 1300 157 4. .3 2098.0 * 1 2120 257 0. .0 2097.9
1 0445 58 1322. 201.8 2110.8 * 1 1305 158 3. .3 2098.0 * 1 2125 258 0. .0 2097.9
1 0450 59 1323. 202.1 2110.8 * 1 1310 159 3. .3 2097.9 * 1 2130 259 0. .0 2097.9
1 0455 60 1326. 202.9 2110.8 * 1 1315 160 3. .3 2097.9 * 1 2135 260 0. .0 2097.9
1 0500 61 1331. 204.0 2110.9 * 1 1320 161 3. .2 2097.9 * 1 2140 261 0. .0 2097.9
1 0505 62 1337. 205.3 2110.9 * 1 1325 162 3. .2 2097.9 * 1 2145 262 0. .0 2097.9
1 0510 63 1341. 206.3 2111.0 * 1 1330 163 2. .2 2097.9 * 1 2150 263 0. .0 2097.9
1 0515 64 1343. 206.8 2111.0 * 1 1335 164 2. .2 2097.9 * 1 2155 264 0. .0 2097.9
1 0520 65 1341. 206.3 2111.0 * 1 1340 165 2. .2 2097.9 * 1 2200 265 0. .0 2097.9
1 0525 66 1335. 204.8 2110.9 * 1 1345 166 2. .2 2097.9 * 1 2205 266 0. .0 2097.9
1 0530 67 1324. 202.3 2110.8 * 1 1350 167 2. .1 2097.9 * 1 2210 267 0. .0 2097.9
1 0535 68 1309. 198.9 2110.6 * 1 1355 168 2. .1 2097.9 * 1 2215 268 0. .0 2097.9
1 0540 69 1291. 194.7 2110.4 * 1 1400 169 1. .1 2097.9 * 1 2220 269 0. .0 2097.9
1 0545 70 1269. 189.9 2110.2 * 1 1405 170 1. .1 2097.9 * 1 2225 270 0. .0 2097.9
1 0550 71 1245. 184.6 2110.0 * 1 1410 171 1. .1 2097.9 * 1 2230 271 0. .0 2097.9
1 0555 72 1220. 179.0 2109.7 * 1 1415 172 1. .1 2097.9 * 1 2235 272 0. .0 2097.9
1 0600 73 1193. 173.1 2109.4 * 1 1420 173 1. .1 2097.9 * 1 2240 273 0. .0 2097.9
1 0605 74 1167. 167.1 2109.1 * 1 1425 174 1. .1 2097.9 * 1 2245 274 0. .0 2097.9
1 0610 75 1140. 161.0 2108.9 * 1 1430 175 1. .1 2097.9 * 1 2250 275 0. .0 2097.9
1 0615 76 1112. 154.8 2108.6 * 1 1435 176 1. .1 2097.9 * 1 2255 276 0. .0 2097.9
1 0620 77 1084. 148.6 2108.3 * 1 1440 177 1. .1 2097.9 * 1 2300 277 0. .0 2097.9
1 0625 78 1055. 142.4 2108.0 * 1 1445 178 1. .1 2097.9 * 1 2305 278 0. .0 2097.9
1 0630 79 1027. 136.2 2107.7 * 1 1450 179 1. .1 2097.9 * 1 2310 279 0. .0 2097.9
1 0635 80 998. 130.1 2107.4 * 1 1455 180 1. .0 2097.9 * 1 2315 280 0. .0 2097.9
1 0640 81 966. 124.0 2107.1 * 1 1500 181 1. .0 2097.9 * 1 2320 281 0. .0 2097.9
1 0645 82 936. 118.0 2106.8 * 1 1505 182 0. .0 2097.9 * 1 2325 282 0. .0 2097.9
1 0650 83 905. 112.1 2106.5 * 1 1510 183 0. .0 2097.9 * 1 2330 283 0. .0 2097.9
1 0655 84 874. 106.3 2106.2 * 1 1515 184 0. .0 2097.9 * 1 2335 284 0. .0 2097.9
1 0700 85 844. 100.6 2105.9 * 1 1520 185 0. .0 2097.9 * 1 2340 285 0. .0 2097.9
1 0705 86 814. 95.1 2105.6 * 1 1525 186 0. .0 2097.9 * 1 2345 286 0. .0 2097.9
1 0710 87 785. 89.8 2105.3 * 1 1530 187 0. .0 2097.9 * 1 2350 287 0. .0 2097.9
1 0715 88 755. 84.6 2105.0 * 1 1535 188 0. .0 2097.9 * 1 2355 288 0. .0 2097.9
1 0720 89 727. 79.6 2104.8 * 1 1540 189 0. .0 2097.9 * 2 0000 289 0. .0 2097.9
1 0725 90 699. 74.8 2104.5 * 1 1545 190 0. .0 2097.9 * 2 0005 290 0. .0 2097.9
1 0730 91 671. 70.1 2104.2 * 1 1550 191 0. .0 2097.9 * 2 0010 291 0. .0 2097.9
1 0735 92 645. 65.6 2104.0 * 1 1555 192 0. .0 2097.9 * 2 0015 292 0. .0 2097.9
1 0740 93 619. 61.3 2103.8 * 1 1600 193 0. .0 2097.9 * 2 0020 293 0. .0 2097.9
1 0745 94 595. 57.1 2103.5 * 1 1605 194 0. .0 2097.9 * 2 0025 294 0. .0 2097.9
1 0750 95 572. 53.1 2103.3 * 1 1610 195 0. .0 2097.9 * 2 0030 295 0. .0 2097.9
1 0755 96 550. 49.3 2103.1 * 1 1615 196 0. .0 2097.9 * 2 0035 296 0. .0 2097.9
1 0800 97 528. 45.6 2102.8 * 1 1620 197 0. .0 2097.9 * 2 0040 297 0. .0 2097.9
1 0805 98 508. 42.0 2102.6 * 1 1625 198 0. .0 2097.9 * 2 0045 298 0. .0 2097.9
1 0810 99 484. 38.6 2102.4 * 1 1630 199 0. .0 2097.9 * 2 0050 299 0. .0 2097.9
1 0815 100 457. 35.4 2102.2 * 1 1635 200 0. .0 2097.9 * 2 0055 300 0. .0 2097.9
* *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 1343. 5.25 877. 239. 231. 231.
(INCHES) 1.080 1.179 1.179 1.179
(AC-FT) 435. 475. 475. 475.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 72-HR 24.92-HR
+ (AC-FT) (HR)
207. 5.25 115. 30. 29. 29.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 24.92-HR
+ (FEET) (HR)
2111.00 5.25 2106.39 2100.32 2100.23 2100.23
CUMULATIVE AREA = 7.55 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION MEADOWDB
PLAN 1, RATIO = .88
***********************************************************************************************************************************
* *
DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE
* *
1 0000 1 0. .0 2097.9 * 1 0820 101 428. 31.7 2102.0 * 1 1640 201 0. .0 2097.9
1 0005 2 0. .0 2097.9 * 1 0825 102 405. 28.9 2101.8 * 1 1645 202 0. .0 2097.9
1 0010 3 0. .0 2097.9 * 1 0830 103 363. 26.2 2101.6 * 1 1650 203 0. .0 2097.9
1 0015 4 0. .0 2097.9 * 1 0835 104 321. 23.9 2101.5 * 1 1655 204 0. .0 2097.9
1 0020 5 0. .0 2097.9 * 1 0840 105 284. 21.8 2101.3 * 1 1700 205 0. .0 2097.9
1 0025 6 0. .0 2097.9 * 1 0845 106 251. 19.9 2101.2 * 1 1705 206 0. .0 2097.9
1 0030 7 1. .1 2097.9 * 1 0850 107 222. 18.3 2101.1 * 1 1710 207 0. .0 2097.9
1 0035 8 2. .2 2097.9 * 1 0855 108 198. 16.9 2100.9 * 1 1715 208 0. .0 2097.9
1 0040 9 5. .4 2098.0 * 1 0900 109 183. 15.5 2100.7 * 1 1720 209 0. .0 2097.9
1 0045 10 10. .8 2098.1 * 1 0905 110 169. 14.3 2100.5 * 1 1725 210 0. .0 2097.9
1 0050 11 16. 1.4 2098.2 * 1 0910 111 156. 13.2 2100.3 * 1 1730 211 0. .0 2097.9
1 0055 12 24. 2.0 2098.3 * 1 0915 112 143. 12.2 2100.1 * 1 1735 212 0. .0 2097.9
1 0100 13 32. 2.8 2098.4 * 1 0920 113 132. 11.2 2099.9 * 1 1740 213 0. .0 2097.9
1 0105 14 41. 3.5 2098.5 * 1 0925 114 122. 10.4 2099.8 * 1 1745 214 0. .0 2097.9
1 0110 15 49. 4.1 2098.6 * 1 0930 115 112. 9.6 2099.6 * 1 1750 215 0. .0 2097.9
1 0115 16 56. 4.7 2098.8 * 1 0935 116 104. 8.8 2099.5 * 1 1755 216 0. .0 2097.9
1 0120 17 63. 5.3 2098.9 * 1 0940 117 96. 8.1 2099.4 * 1 1800 217 0. .0 2097.9
1 0125 18 69. 5.9 2099.0 * 1 0945 118 88. 7.5 2099.3 * 1 1805 218 0. .0 2097.9
1 0130 19 75. 6.4 2099.1 * 1 0950 119 81. 6.9 2099.1 * 1 1810 219 0. .0 2097.9
1 0135 20 82. 6.9 2099.2 * 1 0955 120 75. 6.4 2099.1 * 1 1815 220 0. .0 2097.9
1 0140 21 89. 7.6 2099.3 * 1 1000 121 69. 5.9 2099.0 * 1 1820 221 0. .0 2097.9
1 0145 22 98. 8.3 2099.4 * 1 1005 122 64. 5.4 2098.9 * 1 1825 222 0. .0 2097.9
1 0150 23 108. 9.2 2099.6 * 1 1010 123 59. 5.0 2098.8 * 1 1830 223 0. .0 2097.9
1 0155 24 120. 10.2 2099.7 * 1 1015 124 54. 4.6 2098.7 * 1 1835 224 0. .0 2097.9
1 0200 25 134. 11.4 2100.0 * 1 1020 125 50. 4.2 2098.7 * 1 1840 225 0. .0 2097.9
1 0205 26 148. 12.6 2100.2 * 1 1025 126 46. 3.9 2098.6 * 1 1845 226 0. .0 2097.9
1 0210 27 162. 13.8 2100.4 * 1 1030 127 43. 3.6 2098.6 * 1 1850 227 0. .0 2097.9
1 0215 28 176. 15.0 2100.6 * 1 1035 128 39. 3.3 2098.5 * 1 1855 228 0. .0 2097.9
1 0220 29 190. 16.1 2100.8 * 1 1040 129 36. 3.1 2098.5 * 1 1900 229 0. .0 2097.9
1 0225 30 204. 17.3 2101.0 * 1 1045 130 33. 2.8 2098.4 * 1 1905 230 0. .0 2097.9
1 0230 31 224. 18.4 2101.1 * 1 1050 131 31. 2.6 2098.4 * 1 1910 231 0. .0 2097.9
1 0235 32 242. 19.4 2101.2 * 1 1055 132 28. 2.4 2098.3 * 1 1915 232 0. .0 2097.9
1 0240 33 259. 20.3 2101.2 * 1 1100 133 26. 2.2 2098.3 * 1 1920 233 0. .0 2097.9
1 0245 34 274. 21.2 2101.3 * 1 1105 134 24. 2.0 2098.3 * 1 1925 234 0. .0 2097.9
1 0250 35 288. 22.0 2101.3 * 1 1110 135 22. 1.9 2098.2 * 1 1930 235 0. .0 2097.9
1 0255 36 301. 22.8 2101.4 * 1 1115 136 20. 1.7 2098.2 * 1 1935 236 0. .0 2097.9
1 0300 37 316. 23.6 2101.5 * 1 1120 137 19. 1.6 2098.2 * 1 1940 237 0. .0 2097.9
1 0305 38 333. 24.5 2101.5 * 1 1125 138 17. 1.5 2098.2 * 1 1945 238 0. .0 2097.9
1 0310 39 355. 25.8 2101.6 * 1 1130 139 16. 1.4 2098.1 * 1 1950 239 0. .0 2097.9
1 0315 40 387. 27.6 2101.7 * 1 1135 140 15. 1.3 2098.1 * 1 1955 240 0. .0 2097.9
1 0320 41 418. 30.5 2101.9 * 1 1140 141 14. 1.2 2098.1 * 1 2000 241 0. .0 2097.9
1 0325 42 458. 35.5 2102.2 * 1 1145 142 13. 1.1 2098.1 * 1 2005 242 0. .0 2097.9
1 0330 43 517. 43.6 2102.7 * 1 1150 143 12. 1.0 2098.1 * 1 2010 243 0. .0 2097.9
1 0335 44 587. 55.7 2103.4 * 1 1155 144 11. .9 2098.1 * 1 2015 244 0. .0 2097.9
1 0340 45 683. 72.1 2104.4 * 1 1200 145 10. .8 2098.1 * 1 2020 245 0. .0 2097.9
1 0345 46 793. 91.3 2105.4 * 1 1205 146 9. .8 2098.0 * 1 2025 246 0. .0 2097.9
1 0350 47 903. 111.6 2106.5 * 1 1210 147 8. .7 2098.0 * 1 2030 247 0. .0 2097.9
1 0355 48 1004. 131.3 2107.4 * 1 1215 148 8. .7 2098.0 * 1 2035 248 0. .0 2097.9
1 0400 49 1087. 149.1 2108.3 * 1 1220 149 7. .6 2098.0 * 1 2040 249 0. .0 2097.9
1 0405 50 1154. 164.3 2109.0 * 1 1225 150 7. .6 2098.0 * 1 2045 250 0. .0 2097.9
1 0410 51 1208. 176.4 2109.6 * 1 1230 151 6. .5 2098.0 * 1 2050 251 0. .0 2097.9
1 0415 52 1250. 185.6 2110.0 * 1 1235 152 6. .5 2098.0 * 1 2055 252 0. .0 2097.9
1 0420 53 1279. 192.1 2110.3 * 1 1240 153 5. .4 2098.0 * 1 2100 253 0. .0 2097.9
1 0425 54 1298. 196.2 2110.5 * 1 1245 154 5. .4 2098.0 * 1 2105 254 0. .0 2097.9
1 0430 55 1308. 198.6 2110.6 * 1 1250 155 4. .4 2098.0 * 1 2110 255 0. .0 2097.9
1 0435 56 1313. 199.6 2110.7 * 1 1255 156 4. .3 2098.0 * 1 2115 256 0. .0 2097.9
1 0440 57 1314. 199.9 2110.7 * 1 1300 157 4. .3 2098.0 * 1 2120 257 0. .0 2097.9
1 0445 58 1314. 200.1 2110.7 * 1 1305 158 3. .3 2098.0 * 1 2125 258 0. .0 2097.9
1 0450 59 1316. 200.4 2110.7 * 1 1310 159 3. .3 2097.9 * 1 2130 259 0. .0 2097.9
1 0455 60 1319. 201.1 2110.7 * 1 1315 160 3. .2 2097.9 * 1 2135 260 0. .0 2097.9
1 0500 61 1323. 202.2 2110.8 * 1 1320 161 3. .2 2097.9 * 1 2140 261 0. .0 2097.9
1 0505 62 1329. 203.5 2110.8 * 1 1325 162 2. .2 2097.9 * 1 2145 262 0. .0 2097.9
1 0510 63 1333. 204.5 2110.9 * 1 1330 163 2. .2 2097.9 * 1 2150 263 0. .0 2097.9
1 0515 64 1335. 204.9 2110.9 * 1 1335 164 2. .2 2097.9 * 1 2155 264 0. .0 2097.9
1 0520 65 1333. 204.4 2110.9 * 1 1340 165 2. .2 2097.9 * 1 2200 265 0. .0 2097.9
1 0525 66 1327. 203.0 2110.8 * 1 1345 166 2. .2 2097.9 * 1 2205 266 0. .0 2097.9
1 0530 67 1316. 200.5 2110.7 * 1 1350 167 2. .1 2097.9 * 1 2210 267 0. .0 2097.9
1 0535 68 1302. 197.1 2110.5 * 1 1355 168 2. .1 2097.9 * 1 2215 268 0. .0 2097.9
1 0540 69 1283. 192.9 2110.4 * 1 1400 169 1. .1 2097.9 * 1 2220 269 0. .0 2097.9
1 0545 70 1261. 188.1 2110.1 * 1 1405 170 1. .1 2097.9 * 1 2225 270 0. .0 2097.9
1 0550 71 1237. 182.9 2109.9 * 1 1410 171 1. .1 2097.9 * 1 2230 271 0. .0 2097.9
1 0555 72 1212. 177.3 2109.6 * 1 1415 172 1. .1 2097.9 * 1 2235 272 0. .0 2097.9
1 0600 73 1186. 171.5 2109.3 * 1 1420 173 1. .1 2097.9 * 1 2240 273 0. .0 2097.9
1 0605 74 1160. 165.5 2109.1 * 1 1425 174 1. .1 2097.9 * 1 2245 274 0. .0 2097.9
1 0610 75 1133. 159.4 2108.8 * 1 1430 175 1. .1 2097.9 * 1 2250 275 0. .0 2097.9
1 0615 76 1106. 153.3 2108.5 * 1 1435 176 1. .1 2097.9 * 1 2255 276 0. .0 2097.9
1 0620 77 1077. 147.1 2108.2 * 1 1440 177 1. .1 2097.9 * 1 2300 277 0. .0 2097.9
1 0625 78 1049. 141.0 2107.9 * 1 1445 178 1. .1 2097.9 * 1 2305 278 0. .0 2097.9
1 0630 79 1020. 134.8 2107.6 * 1 1450 179 1. .1 2097.9 * 1 2310 279 0. .0 2097.9
1 0635 80 991. 128.7 2107.3 * 1 1455 180 1. .0 2097.9 * 1 2315 280 0. .0 2097.9
1 0640 81 960. 122.7 2107.0 * 1 1500 181 1. .0 2097.9 * 1 2320 281 0. .0 2097.9
1 0645 82 929. 116.7 2106.7 * 1 1505 182 0. .0 2097.9 * 1 2325 282 0. .0 2097.9
1 0650 83 899. 110.8 2106.4 * 1 1510 183 0. .0 2097.9 * 1 2330 283 0. .0 2097.9
1 0655 84 868. 105.1 2106.1 * 1 1515 184 0. .0 2097.9 * 1 2335 284 0. .0 2097.9
1 0700 85 838. 99.5 2105.8 * 1 1520 185 0. .0 2097.9 * 1 2340 285 0. .0 2097.9
1 0705 86 808. 94.0 2105.5 * 1 1525 186 0. .0 2097.9 * 1 2345 286 0. .0 2097.9
1 0710 87 779. 88.7 2105.3 * 1 1530 187 0. .0 2097.9 * 1 2350 287 0. .0 2097.9
1 0715 88 749. 83.6 2105.0 * 1 1535 188 0. .0 2097.9 * 1 2355 288 0. .0 2097.9
1 0720 89 721. 78.6 2104.7 * 1 1540 189 0. .0 2097.9 * 2 0000 289 0. .0 2097.9
1 0725 90 693. 73.8 2104.4 * 1 1545 190 0. .0 2097.9 * 2 0005 290 0. .0 2097.9
1 0730 91 666. 69.2 2104.2 * 1 1550 191 0. .0 2097.9 * 2 0010 291 0. .0 2097.9
1 0735 92 640. 64.7 2103.9 * 1 1555 192 0. .0 2097.9 * 2 0015 292 0. .0 2097.9
1 0740 93 614. 60.5 2103.7 * 1 1600 193 0. .0 2097.9 * 2 0020 293 0. .0 2097.9
1 0745 94 590. 56.3 2103.5 * 1 1605 194 0. .0 2097.9 * 2 0025 294 0. .0 2097.9
1 0750 95 567. 52.4 2103.2 * 1 1610 195 0. .0 2097.9 * 2 0030 295 0. .0 2097.9
1 0755 96 545. 48.5 2103.0 * 1 1615 196 0. .0 2097.9 * 2 0035 296 0. .0 2097.9
1 0800 97 524. 44.9 2102.8 * 1 1620 197 0. .0 2097.9 * 2 0040 297 0. .0 2097.9
1 0805 98 504. 41.3 2102.6 * 1 1625 198 0. .0 2097.9 * 2 0045 298 0. .0 2097.9
1 0810 99 478. 38.0 2102.4 * 1 1630 199 0. .0 2097.9 * 2 0050 299 0. .0 2097.9
1 0815 100 452. 34.8 2102.2 * 1 1635 200 0. .0 2097.9 * 2 0055 300 0. .0 2097.9
* *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 1335. 5.25 871. 238. 229. 229.
(INCHES) 1.072 1.170 1.170 1.170
(AC-FT) 432. 471. 471. 471.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 72-HR 24.92-HR
+ (AC-FT) (HR)
205. 5.25 114. 30. 29. 29.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 24.92-HR
+ (FEET) (HR)
2110.91 5.25 2106.33 2100.30 2100.21 2100.21
CUMULATIVE AREA = 7.55 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION MEADOWDB
PLAN 1, RATIO = .87
***********************************************************************************************************************************
* *
DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE
* *
1 0000 1 0. .0 2097.9 * 1 0820 101 419. 30.6 2101.9 * 1 1640 201 0. .0 2097.9
1 0005 2 0. .0 2097.9 * 1 0825 102 391. 27.8 2101.8 * 1 1645 202 0. .0 2097.9
1 0010 3 0. .0 2097.9 * 1 0830 103 346. 25.3 2101.6 * 1 1650 203 0. .0 2097.9
1 0015 4 0. .0 2097.9 * 1 0835 104 306. 23.0 2101.4 * 1 1655 204 0. .0 2097.9
1 0020 5 0. .0 2097.9 * 1 0840 105 271. 21.0 2101.3 * 1 1700 205 0. .0 2097.9
1 0025 6 0. .0 2097.9 * 1 0845 106 240. 19.3 2101.1 * 1 1705 206 0. .0 2097.9
1 0030 7 1. .1 2097.9 * 1 0850 107 212. 17.7 2101.0 * 1 1710 207 0. .0 2097.9
1 0035 8 2. .2 2097.9 * 1 0855 108 192. 16.3 2100.8 * 1 1715 208 0. .0 2097.9
1 0040 9 5. .4 2098.0 * 1 0900 109 177. 15.1 2100.6 * 1 1720 209 0. .0 2097.9
1 0045 10 9. .8 2098.0 * 1 0905 110 163. 13.9 2100.4 * 1 1725 210 0. .0 2097.9
1 0050 11 15. 1.3 2098.1 * 1 0910 111 151. 12.8 2100.2 * 1 1730 211 0. .0 2097.9
1 0055 12 23. 1.9 2098.3 * 1 0915 112 139. 11.8 2100.0 * 1 1735 212 0. .0 2097.9
1 0100 13 31. 2.6 2098.4 * 1 0920 113 128. 10.9 2099.9 * 1 1740 213 0. .0 2097.9
1 0105 14 39. 3.3 2098.5 * 1 0925 114 118. 10.0 2099.7 * 1 1745 214 0. .0 2097.9
1 0110 15 46. 3.9 2098.6 * 1 0930 115 109. 9.3 2099.6 * 1 1750 215 0. .0 2097.9
1 0115 16 53. 4.5 2098.7 * 1 0935 116 100. 8.5 2099.4 * 1 1755 216 0. .0 2097.9
1 0120 17 60. 5.1 2098.8 * 1 0940 117 93. 7.9 2099.3 * 1 1800 217 0. .0 2097.9
1 0125 18 66. 5.6 2098.9 * 1 0945 118 85. 7.3 2099.2 * 1 1805 218 0. .0 2097.9
1 0130 19 72. 6.1 2099.0 * 1 0950 119 79. 6.7 2099.1 * 1 1810 219 0. .0 2097.9
1 0135 20 79. 6.7 2099.1 * 1 0955 120 73. 6.2 2099.0 * 1 1815 220 0. .0 2097.9
1 0140 21 86. 7.3 2099.2 * 1 1000 121 67. 5.7 2098.9 * 1 1820 221 0. .0 2097.9
1 0145 22 95. 8.0 2099.4 * 1 1005 122 62. 5.2 2098.8 * 1 1825 222 0. .0 2097.9
1 0150 23 105. 8.9 2099.5 * 1 1010 123 57. 4.8 2098.8 * 1 1830 223 0. .0 2097.9
1 0155 24 117. 9.9 2099.7 * 1 1015 124 53. 4.5 2098.7 * 1 1835 224 0. .0 2097.9
1 0200 25 130. 11.0 2099.9 * 1 1020 125 48. 4.1 2098.6 * 1 1840 225 0. .0 2097.9
1 0205 26 143. 12.2 2100.1 * 1 1025 126 45. 3.8 2098.6 * 1 1845 226 0. .0 2097.9
1 0210 27 157. 13.4 2100.3 * 1 1030 127 41. 3.5 2098.5 * 1 1850 227 0. .0 2097.9
1 0215 28 171. 14.5 2100.5 * 1 1035 128 38. 3.2 2098.5 * 1 1855 228 0. .0 2097.9
1 0220 29 185. 15.7 2100.7 * 1 1040 129 35. 3.0 2098.4 * 1 1900 229 0. .0 2097.9
1 0225 30 198. 16.8 2100.9 * 1 1045 130 32. 2.7 2098.4 * 1 1905 230 0. .0 2097.9
1 0230 31 215. 17.9 2101.1 * 1 1050 131 30. 2.5 2098.4 * 1 1910 231 0. .0 2097.9
1 0235 32 234. 18.9 2101.1 * 1 1055 132 27. 2.3 2098.3 * 1 1915 232 0. .0 2097.9
1 0240 33 250. 19.9 2101.2 * 1 1100 133 25. 2.1 2098.3 * 1 1920 233 0. .0 2097.9
1 0245 34 265. 20.7 2101.3 * 1 1105 134 23. 2.0 2098.3 * 1 1925 234 0. .0 2097.9
1 0250 35 279. 21.5 2101.3 * 1 1110 135 22. 1.8 2098.2 * 1 1930 235 0. .0 2097.9
1 0255 36 293. 22.3 2101.4 * 1 1115 136 20. 1.7 2098.2 * 1 1935 236 0. .0 2097.9
1 0300 37 307. 23.1 2101.4 * 1 1120 137 18. 1.6 2098.2 * 1 1940 237 0. .0 2097.9
1 0305 38 324. 24.0 2101.5 * 1 1125 138 17. 1.4 2098.2 * 1 1945 238 0. .0 2097.9
1 0310 39 346. 25.3 2101.6 * 1 1130 139 16. 1.3 2098.1 * 1 1950 239 0. .0 2097.9
1 0315 40 378. 27.1 2101.7 * 1 1135 140 14. 1.2 2098.1 * 1 1955 240 0. .0 2097.9
1 0320 41 413. 30.0 2101.9 * 1 1140 141 13. 1.1 2098.1 * 1 2000 241 0. .0 2097.9
1 0325 42 452. 34.8 2102.2 * 1 1145 142 12. 1.0 2098.1 * 1 2005 242 0. .0 2097.9
1 0330 43 512. 42.6 2102.7 * 1 1150 143 11. 1.0 2098.1 * 1 2010 243 0. .0 2097.9
1 0335 44 580. 54.6 2103.4 * 1 1155 144 10. .9 2098.1 * 1 2015 244 0. .0 2097.9
1 0340 45 674. 70.6 2104.3 * 1 1200 145 10. .8 2098.0 * 1 2020 245 0. .0 2097.9
1 0345 46 783. 89.5 2105.3 * 1 1205 146 9. .7 2098.0 * 1 2025 246 0. .0 2097.9
1 0350 47 892. 109.5 2106.3 * 1 1210 147 8. .7 2098.0 * 1 2030 247 0. .0 2097.9
1 0355 48 992. 128.9 2107.3 * 1 1215 148 7. .6 2098.0 * 1 2035 248 0. .0 2097.9
1 0400 49 1074. 146.4 2108.2 * 1 1220 149 7. .6 2098.0 * 1 2040 249 0. .0 2097.9
1 0405 50 1141. 161.3 2108.9 * 1 1225 150 6. .5 2098.0 * 1 2045 250 0. .0 2097.9
1 0410 51 1194. 173.3 2109.4 * 1 1230 151 6. .5 2098.0 * 1 2050 251 0. .0 2097.9
1 0415 52 1235. 182.4 2109.9 * 1 1235 152 5. .5 2098.0 * 1 2055 252 0. .0 2097.9
1 0420 53 1264. 188.8 2110.2 * 1 1240 153 5. .4 2098.0 * 1 2100 253 0. .0 2097.9
1 0425 54 1283. 192.9 2110.4 * 1 1245 154 5. .4 2098.0 * 1 2105 254 0. .0 2097.9
1 0430 55 1293. 195.2 2110.5 * 1 1250 155 4. .4 2098.0 * 1 2110 255 0. .0 2097.9
1 0435 56 1298. 196.2 2110.5 * 1 1255 156 4. .3 2098.0 * 1 2115 256 0. .0 2097.9
1 0440 57 1299. 196.5 2110.5 * 1 1300 157 4. .3 2098.0 * 1 2120 257 0. .0 2097.9
1 0445 58 1300. 196.6 2110.5 * 1 1305 158 3. .3 2098.0 * 1 2125 258 0. .0 2097.9
1 0450 59 1301. 196.9 2110.5 * 1 1310 159 3. .3 2097.9 * 1 2130 259 0. .0 2097.9
1 0455 60 1304. 197.5 2110.6 * 1 1315 160 3. .2 2097.9 * 1 2135 260 0. .0 2097.9
1 0500 61 1308. 198.6 2110.6 * 1 1320 161 3. .2 2097.9 * 1 2140 261 0. .0 2097.9
1 0505 62 1314. 199.9 2110.7 * 1 1325 162 2. .2 2097.9 * 1 2145 262 0. .0 2097.9
1 0510 63 1318. 200.9 2110.7 * 1 1330 163 2. .2 2097.9 * 1 2150 263 0. .0 2097.9
1 0515 64 1319. 201.3 2110.7 * 1 1335 164 2. .2 2097.9 * 1 2155 264 0. .0 2097.9
1 0520 65 1317. 200.8 2110.7 * 1 1340 165 2. .2 2097.9 * 1 2200 265 0. .0 2097.9
1 0525 66 1311. 199.3 2110.7 * 1 1345 166 2. .1 2097.9 * 1 2205 266 0. .0 2097.9
1 0530 67 1301. 196.9 2110.5 * 1 1350 167 2. .1 2097.9 * 1 2210 267 0. .0 2097.9
1 0535 68 1286. 193.5 2110.4 * 1 1355 168 1. .1 2097.9 * 1 2215 268 0. .0 2097.9
1 0540 69 1267. 189.4 2110.2 * 1 1400 169 1. .1 2097.9 * 1 2220 269 0. .0 2097.9
1 0545 70 1246. 184.7 2110.0 * 1 1405 170 1. .1 2097.9 * 1 2225 270 0. .0 2097.9
1 0550 71 1222. 179.5 2109.7 * 1 1410 171 1. .1 2097.9 * 1 2230 271 0. .0 2097.9
1 0555 72 1197. 174.0 2109.5 * 1 1415 172 1. .1 2097.9 * 1 2235 272 0. .0 2097.9
1 0600 73 1172. 168.2 2109.2 * 1 1420 173 1. .1 2097.9 * 1 2240 273 0. .0 2097.9
1 0605 74 1146. 162.3 2108.9 * 1 1425 174 1. .1 2097.9 * 1 2245 274 0. .0 2097.9
1 0610 75 1119. 156.3 2108.6 * 1 1430 175 1. .1 2097.9 * 1 2250 275 0. .0 2097.9
1 0615 76 1092. 150.3 2108.3 * 1 1435 176 1. .1 2097.9 * 1 2255 276 0. .0 2097.9
1 0620 77 1064. 144.2 2108.1 * 1 1440 177 1. .1 2097.9 * 1 2300 277 0. .0 2097.9
1 0625 78 1035. 138.1 2107.8 * 1 1445 178 1. .1 2097.9 * 1 2305 278 0. .0 2097.9
1 0630 79 1007. 132.1 2107.5 * 1 1450 179 1. .1 2097.9 * 1 2310 279 0. .0 2097.9
1 0635 80 977. 126.0 2107.2 * 1 1455 180 1. .0 2097.9 * 1 2315 280 0. .0 2097.9
1 0640 81 946. 120.1 2106.9 * 1 1500 181 1. .0 2097.9 * 1 2320 281 0. .0 2097.9
1 0645 82 916. 114.2 2106.6 * 1 1505 182 0. .0 2097.9 * 1 2325 282 0. .0 2097.9
1 0650 83 886. 108.4 2106.3 * 1 1510 183 0. .0 2097.9 * 1 2330 283 0. .0 2097.9
1 0655 84 855. 102.8 2106.0 * 1 1515 184 0. .0 2097.9 * 1 2335 284 0. .0 2097.9
1 0700 85 826. 97.2 2105.7 * 1 1520 185 0. .0 2097.9 * 1 2340 285 0. .0 2097.9
1 0705 86 796. 91.9 2105.4 * 1 1525 186 0. .0 2097.9 * 1 2345 286 0. .0 2097.9
1 0710 87 767. 86.6 2105.1 * 1 1530 187 0. .0 2097.9 * 1 2350 287 0. .0 2097.9
1 0715 88 738. 81.6 2104.9 * 1 1535 188 0. .0 2097.9 * 1 2355 288 0. .0 2097.9
1 0720 89 710. 76.7 2104.6 * 1 1540 189 0. .0 2097.9 * 2 0000 289 0. .0 2097.9
1 0725 90 682. 72.0 2104.3 * 1 1545 190 0. .0 2097.9 * 2 0005 290 0. .0 2097.9
1 0730 91 655. 67.4 2104.1 * 1 1550 191 0. .0 2097.9 * 2 0010 291 0. .0 2097.9
1 0735 92 630. 63.0 2103.8 * 1 1555 192 0. .0 2097.9 * 2 0015 292 0. .0 2097.9
1 0740 93 605. 58.8 2103.6 * 1 1600 193 0. .0 2097.9 * 2 0020 293 0. .0 2097.9
1 0745 94 581. 54.7 2103.4 * 1 1605 194 0. .0 2097.9 * 2 0025 294 0. .0 2097.9
1 0750 95 559. 50.8 2103.2 * 1 1610 195 0. .0 2097.9 * 2 0030 295 0. .0 2097.9
1 0755 96 537. 47.1 2102.9 * 1 1615 196 0. .0 2097.9 * 2 0035 296 0. .0 2097.9
1 0800 97 516. 43.5 2102.7 * 1 1620 197 0. .0 2097.9 * 2 0040 297 0. .0 2097.9
1 0805 98 495. 40.0 2102.5 * 1 1625 198 0. .0 2097.9 * 2 0045 298 0. .0 2097.9
1 0810 99 468. 36.7 2102.3 * 1 1630 199 0. .0 2097.9 * 2 0050 299 0. .0 2097.9
1 0815 100 443. 33.5 2102.1 * 1 1635 200 0. .0 2097.9 * 2 0055 300 0. .0 2097.9
* *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 1319. 5.25 859. 234. 225. 225.
(INCHES) 1.057 1.152 1.152 1.152
(AC-FT) 426. 464. 464. 464.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 72-HR 24.92-HR
+ (AC-FT) (HR)
201. 5.25 111. 29. 28. 28.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 24.92-HR
+ (FEET) (HR)
2110.74 5.25 2106.22 2100.27 2100.18 2100.18
CUMULATIVE AREA = 7.55 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION MEADOWDB
PLAN 1, RATIO = .86
***********************************************************************************************************************************
* *
DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE
* *
1 0000 1 0. .0 2097.9 * 1 0820 101 411. 29.7 2101.9 * 1 1640 201 0. .0 2097.9
1 0005 2 0. .0 2097.9 * 1 0825 102 376. 27.0 2101.7 * 1 1645 202 0. .0 2097.9
1 0010 3 0. .0 2097.9 * 1 0830 103 333. 24.5 2101.5 * 1 1650 203 0. .0 2097.9
1 0015 4 0. .0 2097.9 * 1 0835 104 295. 22.4 2101.4 * 1 1655 204 0. .0 2097.9
1 0020 5 0. .0 2097.9 * 1 0840 105 261. 20.5 2101.2 * 1 1700 205 0. .0 2097.9
1 0025 6 0. .0 2097.9 * 1 0845 106 231. 18.8 2101.1 * 1 1705 206 0. .0 2097.9
1 0030 7 1. .1 2097.9 * 1 0850 107 204. 17.3 2101.0 * 1 1710 207 0. .0 2097.9
1 0035 8 2. .2 2097.9 * 1 0855 108 187. 15.9 2100.8 * 1 1715 208 0. .0 2097.9
1 0040 9 5. .4 2098.0 * 1 0900 109 173. 14.7 2100.6 * 1 1720 209 0. .0 2097.9
1 0045 10 9. .8 2098.0 * 1 0905 110 159. 13.5 2100.3 * 1 1725 210 0. .0 2097.9
1 0050 11 15. 1.3 2098.1 * 1 0910 111 147. 12.5 2100.2 * 1 1730 211 0. .0 2097.9
1 0055 12 22. 1.9 2098.2 * 1 0915 112 136. 11.5 2100.0 * 1 1735 212 0. .0 2097.9
1 0100 13 30. 2.5 2098.4 * 1 0920 113 125. 10.6 2099.8 * 1 1740 213 0. .0 2097.9
1 0105 14 37. 3.2 2098.5 * 1 0925 114 115. 9.8 2099.7 * 1 1745 214 0. .0 2097.9
1 0110 15 45. 3.8 2098.6 * 1 0930 115 106. 9.0 2099.5 * 1 1750 215 0. .0 2097.9
1 0115 16 52. 4.4 2098.7 * 1 0935 116 98. 8.3 2099.4 * 1 1755 216 0. .0 2097.9
1 0120 17 58. 4.9 2098.8 * 1 0940 117 90. 7.7 2099.3 * 1 1800 217 0. .0 2097.9
1 0125 18 64. 5.4 2098.9 * 1 0945 118 83. 7.1 2099.2 * 1 1805 218 0. .0 2097.9
1 0130 19 70. 5.9 2099.0 * 1 0950 119 77. 6.5 2099.1 * 1 1810 219 0. .0 2097.9
1 0135 20 76. 6.5 2099.1 * 1 0955 120 71. 6.0 2099.0 * 1 1815 220 0. .0 2097.9
1 0140 21 83. 7.1 2099.2 * 1 1000 121 65. 5.6 2098.9 * 1 1820 221 0. .0 2097.9
1 0145 22 92. 7.8 2099.3 * 1 1005 122 60. 5.1 2098.8 * 1 1825 222 0. .0 2097.9
1 0150 23 102. 8.7 2099.5 * 1 1010 123 56. 4.7 2098.8 * 1 1830 223 0. .0 2097.9
1 0155 24 113. 9.6 2099.6 * 1 1015 124 51. 4.4 2098.7 * 1 1835 224 0. .0 2097.9
1 0200 25 126. 10.7 2099.8 * 1 1020 125 47. 4.0 2098.6 * 1 1840 225 0. .0 2097.9
1 0205 26 140. 11.9 2100.0 * 1 1025 126 44. 3.7 2098.6 * 1 1845 226 0. .0 2097.9
1 0210 27 153. 13.0 2100.3 * 1 1030 127 40. 3.4 2098.5 * 1 1850 227 0. .0 2097.9
1 0215 28 167. 14.2 2100.5 * 1 1035 128 37. 3.1 2098.5 * 1 1855 228 0. .0 2097.9
1 0220 29 180. 15.3 2100.7 * 1 1040 129 34. 2.9 2098.4 * 1 1900 229 0. .0 2097.9
1 0225 30 194. 16.4 2100.9 * 1 1045 130 31. 2.7 2098.4 * 1 1905 230 0. .0 2097.9
1 0230 31 209. 17.5 2101.0 * 1 1050 131 29. 2.5 2098.3 * 1 1910 231 0. .0 2097.9
1 0235 32 227. 18.6 2101.1 * 1 1055 132 27. 2.3 2098.3 * 1 1915 232 0. .0 2097.9
1 0240 33 243. 19.5 2101.2 * 1 1100 133 25. 2.1 2098.3 * 1 1920 233 0. .0 2097.9
1 0245 34 259. 20.3 2101.2 * 1 1105 134 23. 1.9 2098.2 * 1 1925 234 0. .0 2097.9
1 0250 35 273. 21.1 2101.3 * 1 1110 135 21. 1.8 2098.2 * 1 1930 235 0. .0 2097.9
1 0255 36 286. 21.9 2101.3 * 1 1115 136 19. 1.6 2098.2 * 1 1935 236 0. .0 2097.9
1 0300 37 301. 22.7 2101.4 * 1 1120 137 18. 1.5 2098.2 * 1 1940 237 0. .0 2097.9
1 0305 38 317. 23.7 2101.5 * 1 1125 138 16. 1.4 2098.2 * 1 1945 238 0. .0 2097.9
1 0310 39 339. 24.9 2101.5 * 1 1130 139 15. 1.3 2098.1 * 1 1950 239 0. .0 2097.9
1 0315 40 371. 26.7 2101.7 * 1 1135 140 14. 1.2 2098.1 * 1 1955 240 0. .0 2097.9
1 0320 41 410. 29.5 2101.9 * 1 1140 141 13. 1.1 2098.1 * 1 2000 241 0. .0 2097.9
1 0325 42 448. 34.2 2102.2 * 1 1145 142 12. 1.0 2098.1 * 1 2005 242 0. .0 2097.9
1 0330 43 507. 41.9 2102.6 * 1 1150 143 11. .9 2098.1 * 1 2010 243 0. .0 2097.9
1 0335 44 575. 53.6 2103.3 * 1 1155 144 10. .9 2098.1 * 1 2015 244 0. .0 2097.9
1 0340 45 667. 69.4 2104.2 * 1 1200 145 9. .8 2098.0 * 1 2020 245 0. .0 2097.9
1 0345 46 775. 88.0 2105.2 * 1 1205 146 9. .7 2098.0 * 1 2025 246 0. .0 2097.9
1 0350 47 883. 107.8 2106.3 * 1 1210 147 8. .7 2098.0 * 1 2030 247 0. .0 2097.9
1 0355 48 982. 126.9 2107.2 * 1 1215 148 7. .6 2098.0 * 1 2035 248 0. .0 2097.9
1 0400 49 1064. 144.3 2108.1 * 1 1220 149 7. .6 2098.0 * 1 2040 249 0. .0 2097.9
1 0405 50 1131. 159.0 2108.8 * 1 1225 150 6. .5 2098.0 * 1 2045 250 0. .0 2097.9
1 0410 51 1183. 170.8 2109.3 * 1 1230 151 6. .5 2098.0 * 1 2050 251 0. .0 2097.9
1 0415 52 1223. 179.8 2109.7 * 1 1235 152 5. .4 2098.0 * 1 2055 252 0. .0 2097.9
1 0420 53 1252. 186.1 2110.0 * 1 1240 153 5. .4 2098.0 * 1 2100 253 0. .0 2097.9
1 0425 54 1271. 190.2 2110.2 * 1 1245 154 4. .4 2098.0 * 1 2105 254 0. .0 2097.9
1 0430 55 1281. 192.5 2110.3 * 1 1250 155 4. .4 2098.0 * 1 2110 255 0. .0 2097.9
1 0435 56 1285. 193.5 2110.4 * 1 1255 156 4. .3 2098.0 * 1 2115 256 0. .0 2097.9
1 0440 57 1287. 193.8 2110.4 * 1 1300 157 4. .3 2098.0 * 1 2120 257 0. .0 2097.9
1 0445 58 1287. 193.9 2110.4 * 1 1305 158 3. .3 2097.9 * 1 2125 258 0. .0 2097.9
1 0450 59 1288. 194.1 2110.4 * 1 1310 159 3. .3 2097.9 * 1 2130 259 0. .0 2097.9
1 0455 60 1291. 194.8 2110.4 * 1 1315 160 3. .2 2097.9 * 1 2135 260 0. .0 2097.9
1 0500 61 1296. 195.8 2110.5 * 1 1320 161 3. .2 2097.9 * 1 2140 261 0. .0 2097.9
1 0505 62 1301. 197.0 2110.5 * 1 1325 162 2. .2 2097.9 * 1 2145 262 0. .0 2097.9
1 0510 63 1306. 198.0 2110.6 * 1 1330 163 2. .2 2097.9 * 1 2150 263 0. .0 2097.9
1 0515 64 1307. 198.4 2110.6 * 1 1335 164 2. .2 2097.9 * 1 2155 264 0. .0 2097.9
1 0520 65 1305. 197.9 2110.6 * 1 1340 165 2. .2 2097.9 * 1 2200 265 0. .0 2097.9
1 0525 66 1299. 196.4 2110.5 * 1 1345 166 2. .1 2097.9 * 1 2205 266 0. .0 2097.9
1 0530 67 1288. 194.0 2110.4 * 1 1350 167 2. .1 2097.9 * 1 2210 267 0. .0 2097.9
1 0535 68 1273. 190.7 2110.3 * 1 1355 168 1. .1 2097.9 * 1 2215 268 0. .0 2097.9
1 0540 69 1254. 186.6 2110.1 * 1 1400 169 1. .1 2097.9 * 1 2220 269 0. .0 2097.9
1 0545 70 1233. 182.0 2109.8 * 1 1405 170 1. .1 2097.9 * 1 2225 270 0. .0 2097.9
1 0550 71 1210. 176.8 2109.6 * 1 1410 171 1. .1 2097.9 * 1 2230 271 0. .0 2097.9
1 0555 72 1186. 171.4 2109.3 * 1 1415 172 1. .1 2097.9 * 1 2235 272 0. .0 2097.9
1 0600 73 1160. 165.7 2109.1 * 1 1420 173 1. .1 2097.9 * 1 2240 273 0. .0 2097.9
1 0605 74 1135. 159.8 2108.8 * 1 1425 174 1. .1 2097.9 * 1 2245 274 0. .0 2097.9
1 0610 75 1108. 153.9 2108.5 * 1 1430 175 1. .1 2097.9 * 1 2250 275 0. .0 2097.9
1 0615 76 1081. 147.9 2108.2 * 1 1435 176 1. .1 2097.9 * 1 2255 276 0. .0 2097.9
1 0620 77 1053. 141.9 2107.9 * 1 1440 177 1. .1 2097.9 * 1 2300 277 0. .0 2097.9
1 0625 78 1025. 135.9 2107.7 * 1 1445 178 1. .1 2097.9 * 1 2305 278 0. .0 2097.9
1 0630 79 997. 129.9 2107.4 * 1 1450 179 1. .1 2097.9 * 1 2310 279 0. .0 2097.9
1 0635 80 966. 123.9 2107.1 * 1 1455 180 1. .0 2097.9 * 1 2315 280 0. .0 2097.9
1 0640 81 936. 118.0 2106.8 * 1 1500 181 1. .0 2097.9 * 1 2320 281 0. .0 2097.9
1 0645 82 906. 112.2 2106.5 * 1 1505 182 0. .0 2097.9 * 1 2325 282 0. .0 2097.9
1 0650 83 876. 106.5 2106.2 * 1 1510 183 0. .0 2097.9 * 1 2330 283 0. .0 2097.9
1 0655 84 845. 100.9 2105.9 * 1 1515 184 0. .0 2097.9 * 1 2335 284 0. .0 2097.9
1 0700 85 816. 95.4 2105.6 * 1 1520 185 0. .0 2097.9 * 1 2340 285 0. .0 2097.9
1 0705 86 787. 90.1 2105.3 * 1 1525 186 0. .0 2097.9 * 1 2345 286 0. .0 2097.9
1 0710 87 757. 85.0 2105.1 * 1 1530 187 0. .0 2097.9 * 1 2350 287 0. .0 2097.9
1 0715 88 729. 80.0 2104.8 * 1 1535 188 0. .0 2097.9 * 1 2355 288 0. .0 2097.9
1 0720 89 701. 75.2 2104.5 * 1 1540 189 0. .0 2097.9 * 2 0000 289 0. .0 2097.9
1 0725 90 674. 70.5 2104.3 * 1 1545 190 0. .0 2097.9 * 2 0005 290 0. .0 2097.9
1 0730 91 647. 66.0 2104.0 * 1 1550 191 0. .0 2097.9 * 2 0010 291 0. .0 2097.9
1 0735 92 622. 61.7 2103.8 * 1 1555 192 0. .0 2097.9 * 2 0015 292 0. .0 2097.9
1 0740 93 597. 57.5 2103.5 * 1 1600 193 0. .0 2097.9 * 2 0020 293 0. .0 2097.9
1 0745 94 574. 53.5 2103.3 * 1 1605 194 0. .0 2097.9 * 2 0025 294 0. .0 2097.9
1 0750 95 552. 49.6 2103.1 * 1 1610 195 0. .0 2097.9 * 2 0030 295 0. .0 2097.9
1 0755 96 530. 45.9 2102.9 * 1 1615 196 0. .0 2097.9 * 2 0035 296 0. .0 2097.9
1 0800 97 510. 42.3 2102.7 * 1 1620 197 0. .0 2097.9 * 2 0040 297 0. .0 2097.9
1 0805 98 486. 38.9 2102.5 * 1 1625 198 0. .0 2097.9 * 2 0045 298 0. .0 2097.9
1 0810 99 460. 35.7 2102.3 * 1 1630 199 0. .0 2097.9 * 2 0050 299 0. .0 2097.9
1 0815 100 435. 32.6 2102.1 * 1 1635 200 0. .0 2097.9 * 2 0055 300 0. .0 2097.9
* *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 1307. 5.25 849. 231. 222. 222.
(INCHES) 1.045 1.137 1.137 1.137
(AC-FT) 421. 458. 458. 458.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 72-HR 24.92-HR
+ (AC-FT) (HR)
198. 5.25 110. 29. 28. 28.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 24.92-HR
+ (FEET) (HR)
2110.61 5.25 2106.13 2100.24 2100.15 2100.15
CUMULATIVE AREA = 7.55 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION MEADOWDB
PLAN 1, RATIO = .85
***********************************************************************************************************************************
* *
DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE
* *
1 0000 1 0. .0 2097.9 * 1 0820 101 405. 28.9 2101.8 * 1 1640 201 0. .0 2097.9
1 0005 2 0. .0 2097.9 * 1 0825 102 364. 26.3 2101.6 * 1 1645 202 0. .0 2097.9
1 0010 3 0. .0 2097.9 * 1 0830 103 322. 23.9 2101.5 * 1 1650 203 0. .0 2097.9
1 0015 4 0. .0 2097.9 * 1 0835 104 285. 21.8 2101.3 * 1 1655 204 0. .0 2097.9
1 0020 5 0. .0 2097.9 * 1 0840 105 252. 20.0 2101.2 * 1 1700 205 0. .0 2097.9
1 0025 6 0. .0 2097.9 * 1 0845 106 223. 18.3 2101.1 * 1 1705 206 0. .0 2097.9
1 0030 7 1. .0 2097.9 * 1 0850 107 199. 16.9 2100.9 * 1 1710 207 0. .0 2097.9
1 0035 8 2. .2 2097.9 * 1 0855 108 183. 15.6 2100.7 * 1 1715 208 0. .0 2097.9
1 0040 9 4. .4 2098.0 * 1 0900 109 169. 14.4 2100.5 * 1 1720 209 0. .0 2097.9
1 0045 10 9. .7 2098.0 * 1 0905 110 156. 13.2 2100.3 * 1 1725 210 0. .0 2097.9
1 0050 11 14. 1.2 2098.1 * 1 0910 111 144. 12.2 2100.1 * 1 1730 211 0. .0 2097.9
1 0055 12 21. 1.8 2098.2 * 1 0915 112 133. 11.3 2099.9 * 1 1735 212 0. .0 2097.9
1 0100 13 29. 2.4 2098.3 * 1 0920 113 122. 10.4 2099.8 * 1 1740 213 0. .0 2097.9
1 0105 14 36. 3.1 2098.5 * 1 0925 114 113. 9.6 2099.6 * 1 1745 214 0. .0 2097.9
1 0110 15 43. 3.7 2098.6 * 1 0930 115 104. 8.8 2099.5 * 1 1750 215 0. .0 2097.9
1 0115 16 50. 4.2 2098.7 * 1 0935 116 96. 8.1 2099.4 * 1 1755 216 0. .0 2097.9
1 0120 17 56. 4.8 2098.8 * 1 0940 117 88. 7.5 2099.3 * 1 1800 217 0. .0 2097.9
1 0125 18 62. 5.3 2098.9 * 1 0945 118 81. 6.9 2099.1 * 1 1805 218 0. .0 2097.9
1 0130 19 68. 5.8 2098.9 * 1 0950 119 75. 6.4 2099.1 * 1 1810 219 0. .0 2097.9
1 0135 20 74. 6.3 2099.0 * 1 0955 120 69. 5.9 2099.0 * 1 1815 220 0. .0 2097.9
1 0140 21 81. 6.9 2099.1 * 1 1000 121 64. 5.4 2098.9 * 1 1820 221 0. .0 2097.9
1 0145 22 90. 7.6 2099.3 * 1 1005 122 59. 5.0 2098.8 * 1 1825 222 0. .0 2097.9
1 0150 23 99. 8.4 2099.4 * 1 1010 123 54. 4.6 2098.7 * 1 1830 223 0. .0 2097.9
1 0155 24 111. 9.4 2099.6 * 1 1015 124 50. 4.3 2098.7 * 1 1835 224 0. .0 2097.9
1 0200 25 123. 10.5 2099.8 * 1 1020 125 46. 3.9 2098.6 * 1 1840 225 0. .0 2097.9
1 0205 26 137. 11.6 2100.0 * 1 1025 126 43. 3.6 2098.6 * 1 1845 226 0. .0 2097.9
1 0210 27 150. 12.8 2100.2 * 1 1030 127 39. 3.3 2098.5 * 1 1850 227 0. .0 2097.9
1 0215 28 164. 13.9 2100.4 * 1 1035 128 36. 3.1 2098.5 * 1 1855 228 0. .0 2097.9
1 0220 29 177. 15.0 2100.6 * 1 1040 129 33. 2.8 2098.4 * 1 1900 229 0. .0 2097.9
1 0225 30 190. 16.1 2100.8 * 1 1045 130 31. 2.6 2098.4 * 1 1905 230 0. .0 2097.9
1 0230 31 203. 17.2 2101.0 * 1 1050 131 28. 2.4 2098.3 * 1 1910 231 0. .0 2097.9
1 0235 32 221. 18.2 2101.1 * 1 1055 132 26. 2.2 2098.3 * 1 1915 232 0. .0 2097.9
1 0240 33 238. 19.2 2101.1 * 1 1100 133 24. 2.1 2098.3 * 1 1920 233 0. .0 2097.9
1 0245 34 253. 20.0 2101.2 * 1 1105 134 22. 1.9 2098.2 * 1 1925 234 0. .0 2097.9
1 0250 35 267. 20.8 2101.3 * 1 1110 135 21. 1.7 2098.2 * 1 1930 235 0. .0 2097.9
1 0255 36 281. 21.6 2101.3 * 1 1115 136 19. 1.6 2098.2 * 1 1935 236 0. .0 2097.9
1 0300 37 295. 22.4 2101.4 * 1 1120 137 17. 1.5 2098.2 * 1 1940 237 0. .0 2097.9
1 0305 38 311. 23.3 2101.4 * 1 1125 138 16. 1.4 2098.1 * 1 1945 238 0. .0 2097.9
1 0310 39 333. 24.5 2101.5 * 1 1130 139 15. 1.3 2098.1 * 1 1950 239 0. .0 2097.9
1 0315 40 364. 26.3 2101.6 * 1 1135 140 14. 1.2 2098.1 * 1 1955 240 0. .0 2097.9
1 0320 41 406. 29.1 2101.8 * 1 1140 141 13. 1.1 2098.1 * 1 2000 241 0. .0 2097.9
1 0325 42 444. 33.7 2102.1 * 1 1145 142 12. 1.0 2098.1 * 1 2005 242 0. .0 2097.9
1 0330 43 504. 41.3 2102.6 * 1 1150 143 11. .9 2098.1 * 1 2010 243 0. .0 2097.9
1 0335 44 570. 52.8 2103.3 * 1 1155 144 10. .8 2098.1 * 1 2015 244 0. .0 2097.9
1 0340 45 661. 68.4 2104.1 * 1 1200 145 9. .8 2098.0 * 1 2020 245 0. .0 2097.9
1 0345 46 768. 86.8 2105.2 * 1 1205 146 8. .7 2098.0 * 1 2025 246 0. .0 2097.9
1 0350 47 875. 106.3 2106.2 * 1 1210 147 8. .7 2098.0 * 1 2030 247 0. .0 2097.9
1 0355 48 973. 125.3 2107.1 * 1 1215 148 7. .6 2098.0 * 1 2035 248 0. .0 2097.9
1 0400 49 1055. 142.4 2108.0 * 1 1220 149 7. .6 2098.0 * 1 2040 249 0. .0 2097.9
1 0405 50 1122. 157.0 2108.7 * 1 1225 150 6. .5 2098.0 * 1 2045 250 0. .0 2097.9
1 0410 51 1174. 168.7 2109.2 * 1 1230 151 6. .5 2098.0 * 1 2050 251 0. .0 2097.9
1 0415 52 1213. 177.6 2109.6 * 1 1235 152 5. .4 2098.0 * 1 2055 252 0. .0 2097.9
1 0420 53 1242. 183.8 2109.9 * 1 1240 153 5. .4 2098.0 * 1 2100 253 0. .0 2097.9
1 0425 54 1260. 187.9 2110.1 * 1 1245 154 4. .4 2098.0 * 1 2105 254 0. .0 2097.9
1 0430 55 1270. 190.1 2110.2 * 1 1250 155 4. .3 2098.0 * 1 2110 255 0. .0 2097.9
1 0435 56 1275. 191.1 2110.3 * 1 1255 156 4. .3 2098.0 * 1 2115 256 0. .0 2097.9
1 0440 57 1276. 191.4 2110.3 * 1 1300 157 3. .3 2098.0 * 1 2120 257 0. .0 2097.9
1 0445 58 1276. 191.5 2110.3 * 1 1305 158 3. .3 2097.9 * 1 2125 258 0. .0 2097.9
1 0450 59 1278. 191.7 2110.3 * 1 1310 159 3. .2 2097.9 * 1 2130 259 0. .0 2097.9
1 0455 60 1280. 192.4 2110.3 * 1 1315 160 3. .2 2097.9 * 1 2135 260 0. .0 2097.9
1 0500 61 1285. 193.4 2110.4 * 1 1320 161 2. .2 2097.9 * 1 2140 261 0. .0 2097.9
1 0505 62 1290. 194.6 2110.4 * 1 1325 162 2. .2 2097.9 * 1 2145 262 0. .0 2097.9
1 0510 63 1295. 195.5 2110.5 * 1 1330 163 2. .2 2097.9 * 1 2150 263 0. .0 2097.9
1 0515 64 1296. 195.9 2110.5 * 1 1335 164 2. .2 2097.9 * 1 2155 264 0. .0 2097.9
1 0520 65 1294. 195.4 2110.5 * 1 1340 165 2. .2 2097.9 * 1 2200 265 0. .0 2097.9
1 0525 66 1288. 193.9 2110.4 * 1 1345 166 2. .1 2097.9 * 1 2205 266 0. .0 2097.9
1 0530 67 1277. 191.5 2110.3 * 1 1350 167 2. .1 2097.9 * 1 2210 267 0. .0 2097.9
1 0535 68 1262. 188.3 2110.1 * 1 1355 168 1. .1 2097.9 * 1 2215 268 0. .0 2097.9
1 0540 69 1244. 184.2 2109.9 * 1 1400 169 1. .1 2097.9 * 1 2220 269 0. .0 2097.9
1 0545 70 1223. 179.6 2109.7 * 1 1405 170 1. .1 2097.9 * 1 2225 270 0. .0 2097.9
1 0550 71 1200. 174.5 2109.5 * 1 1410 171 1. .1 2097.9 * 1 2230 271 0. .0 2097.9
1 0555 72 1176. 169.1 2109.2 * 1 1415 172 1. .1 2097.9 * 1 2235 272 0. .0 2097.9
1 0600 73 1151. 163.5 2109.0 * 1 1420 173 1. .1 2097.9 * 1 2240 273 0. .0 2097.9
1 0605 74 1125. 157.7 2108.7 * 1 1425 174 1. .1 2097.9 * 1 2245 274 0. .0 2097.9
1 0610 75 1099. 151.8 2108.4 * 1 1430 175 1. .1 2097.9 * 1 2250 275 0. .0 2097.9
1 0615 76 1071. 145.9 2108.1 * 1 1435 176 1. .1 2097.9 * 1 2255 276 0. .0 2097.9
1 0620 77 1044. 139.9 2107.8 * 1 1440 177 1. .1 2097.9 * 1 2300 277 0. .0 2097.9
1 0625 78 1016. 133.9 2107.6 * 1 1445 178 1. .1 2097.9 * 1 2305 278 0. .0 2097.9
1 0630 79 987. 128.0 2107.3 * 1 1450 179 1. .0 2097.9 * 1 2310 279 0. .0 2097.9
1 0635 80 957. 122.1 2107.0 * 1 1455 180 1. .0 2097.9 * 1 2315 280 0. .0 2097.9
1 0640 81 927. 116.3 2106.7 * 1 1500 181 0. .0 2097.9 * 1 2320 281 0. .0 2097.9
1 0645 82 897. 110.5 2106.4 * 1 1505 182 0. .0 2097.9 * 1 2325 282 0. .0 2097.9
1 0650 83 867. 104.8 2106.1 * 1 1510 183 0. .0 2097.9 * 1 2330 283 0. .0 2097.9
1 0655 84 837. 99.3 2105.8 * 1 1515 184 0. .0 2097.9 * 1 2335 284 0. .0 2097.9
1 0700 85 808. 93.9 2105.5 * 1 1520 185 0. .0 2097.9 * 1 2340 285 0. .0 2097.9
1 0705 86 778. 88.7 2105.3 * 1 1525 186 0. .0 2097.9 * 1 2345 286 0. .0 2097.9
1 0710 87 749. 83.6 2105.0 * 1 1530 187 0. .0 2097.9 * 1 2350 287 0. .0 2097.9
1 0715 88 721. 78.6 2104.7 * 1 1535 188 0. .0 2097.9 * 1 2355 288 0. .0 2097.9
1 0720 89 694. 73.8 2104.4 * 1 1540 189 0. .0 2097.9 * 2 0000 289 0. .0 2097.9
1 0725 90 666. 69.2 2104.2 * 1 1545 190 0. .0 2097.9 * 2 0005 290 0. .0 2097.9
1 0730 91 640. 64.8 2103.9 * 1 1550 191 0. .0 2097.9 * 2 0010 291 0. .0 2097.9
1 0735 92 615. 60.5 2103.7 * 1 1555 192 0. .0 2097.9 * 2 0015 292 0. .0 2097.9
1 0740 93 591. 56.4 2103.5 * 1 1600 193 0. .0 2097.9 * 2 0020 293 0. .0 2097.9
1 0745 94 568. 52.4 2103.2 * 1 1605 194 0. .0 2097.9 * 2 0025 294 0. .0 2097.9
1 0750 95 546. 48.6 2103.0 * 1 1610 195 0. .0 2097.9 * 2 0030 295 0. .0 2097.9
1 0755 96 525. 44.9 2102.8 * 1 1615 196 0. .0 2097.9 * 2 0035 296 0. .0 2097.9
1 0800 97 504. 41.4 2102.6 * 1 1620 197 0. .0 2097.9 * 2 0040 297 0. .0 2097.9
1 0805 98 479. 38.0 2102.4 * 1 1625 198 0. .0 2097.9 * 2 0045 298 0. .0 2097.9
1 0810 99 453. 34.8 2102.2 * 1 1630 199 0. .0 2097.9 * 2 0050 299 0. .0 2097.9
1 0815 100 428. 31.8 2102.0 * 1 1635 200 0. .0 2097.9 * 2 0055 300 0. .0 2097.9
* *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 1296. 5.25 840. 228. 220. 220.
(INCHES) 1.035 1.124 1.124 1.124
(AC-FT) 417. 453. 453. 453.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 72-HR 24.92-HR
+ (AC-FT) (HR)
196. 5.25 108. 29. 27. 27.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 24.92-HR
+ (FEET) (HR)
2110.49 5.25 2106.05 2100.21 2100.13 2100.13
CUMULATIVE AREA = 7.55 SQ MI
*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***
**************
* *
685 KK * RAINBWDB *
* *
**************
700 KO OUTPUT CONTROL VARIABLES
IPRNT 1 PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
HYDROGRAPH ROUTING DATA
701 RS STORAGE ROUTING
NSTPS 1 NUMBER OF SUBREACHES
ITYP STOR TYPE OF INITIAL CONDITION
RSVRIC .00 INITIAL CONDITION
X .00 WORKING R AND D COEFFICIENT
702 SV STORAGE .0 2.6 5.3 8.2 11.2 14.3 17.6 21.0 24.6 28.8
34.5 40.6 47.2 54.3 62.0 70.2 79.2 88.8 99.0 101.8
704 SE ELEVATION 2353.90 2357.00 2359.00 2361.00 2363.00 2365.00 2367.00 2369.00 2371.00 2373.00
2375.00 2377.00 2379.00 2381.00 2383.00 2385.00 2387.00 2389.00 2390.00 2391.50
706 SQ DISCHARGE 0. 24. 33. 40. 47. 52. 57. 62. 66. 70.
73. 77. 80. 84. 87. 90. 93. 96. 98. 3000.
***
*** WARNING *** MODIFIED PULS ROUTING MAY BE NUMERICALLY UNSTABLE FOR OUTFLOWS BETWEEN 98. TO 3000.
THE ROUTED HYDROGRAPH SHOULD BE EXAMINED FOR OSCILLATIONS OR OUTFLOWS GREATER THAN PEAK INFLOWS.
THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL OR INCREASING STORAGE (USE A LONGER REACH.)
***********************************************************************************************************************************
HYDROGRAPH AT STATION RAINBWDB
PLAN 1, RATIO = .88
***********************************************************************************************************************************
* *
DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE
* *
1 0000 1 0. .0 2353.9 * 1 0820 101 71. 31.1 2373.8 * 1 1640 201 8. .9 2355.0
1 0005 2 0. .0 2353.9 * 1 0825 102 71. 30.6 2373.6 * 1 1645 202 8. .9 2354.9
1 0010 3 0. .0 2353.9 * 1 0830 103 71. 30.1 2373.5 * 1 1650 203 7. .8 2354.9
1 0015 4 0. .0 2353.9 * 1 0835 104 70. 29.6 2373.3 * 1 1655 204 7. .8 2354.8
1 0020 5 0. .0 2353.9 * 1 0840 105 70. 29.1 2373.1 * 1 1700 205 7. .7 2354.8
1 0025 6 0. .0 2353.9 * 1 0845 106 70. 28.6 2372.9 * 1 1705 206 6. .7 2354.7
1 0030 7 0. .1 2354.0 * 1 0850 107 69. 28.2 2372.7 * 1 1710 207 6. .6 2354.7
1 0035 8 1. .1 2354.0 * 1 0855 108 69. 27.7 2372.5 * 1 1715 208 5. .6 2354.6
1 0040 9 2. .2 2354.2 * 1 0900 109 68. 27.2 2372.2 * 1 1720 209 5. .6 2354.6
1 0045 10 3. .4 2354.3 * 1 0905 110 68. 26.7 2372.0 * 1 1725 210 5. .5 2354.5
1 0050 11 5. .5 2354.5 * 1 0910 111 67. 26.3 2371.8 * 1 1730 211 4. .5 2354.5
1 0055 12 6. .6 2354.6 * 1 0915 112 67. 25.8 2371.6 * 1 1735 212 4. .5 2354.4
1 0100 13 7. .7 2354.8 * 1 0920 113 66. 25.4 2371.3 * 1 1740 213 4. .4 2354.4
1 0105 14 7. .8 2354.9 * 1 0925 114 66. 24.9 2371.1 * 1 1745 214 4. .4 2354.4
1 0110 15 8. .9 2354.9 * 1 0930 115 66. 24.4 2370.9 * 1 1750 215 3. .4 2354.4
1 0115 16 8. .9 2355.0 * 1 0935 116 65. 24.0 2370.6 * 1 1755 216 3. .4 2354.3
1 0120 17 9. 1.0 2355.0 * 1 0940 117 64. 23.6 2370.4 * 1 1800 217 3. .3 2354.3
1 0125 18 9. 1.0 2355.1 * 1 0945 118 64. 23.1 2370.2 * 1 1805 218 3. .3 2354.3
1 0130 19 10. 1.1 2355.2 * 1 0950 119 63. 22.7 2369.9 * 1 1810 219 3. .3 2354.3
1 0135 20 11. 1.2 2355.3 * 1 0955 120 63. 22.2 2369.7 * 1 1815 220 3. .3 2354.2
1 0140 21 12. 1.3 2355.5 * 1 1000 121 62. 21.8 2369.4 * 1 1820 221 2. .3 2354.2
1 0145 22 14. 1.5 2355.7 * 1 1005 122 62. 21.4 2369.2 * 1 1825 222 2. .2 2354.2
1 0150 23 16. 1.7 2356.0 * 1 1010 123 61. 21.0 2368.9 * 1 1830 223 2. .2 2354.2
1 0155 24 18. 1.9 2356.2 * 1 1015 124 61. 20.5 2368.7 * 1 1835 224 2. .2 2354.2
1 0200 25 19. 2.1 2356.4 * 1 1020 125 60. 20.1 2368.5 * 1 1840 225 2. .2 2354.1
1 0205 26 21. 2.3 2356.7 * 1 1025 126 60. 19.7 2368.2 * 1 1845 226 2. .2 2354.1
1 0210 27 23. 2.5 2356.9 * 1 1030 127 59. 19.3 2368.0 * 1 1850 227 2. .2 2354.1
1 0215 28 24. 2.6 2357.0 * 1 1035 128 59. 18.9 2367.7 * 1 1855 228 2. .2 2354.1
1 0220 29 24. 2.8 2357.1 * 1 1040 129 58. 18.5 2367.5 * 1 1900 229 1. .2 2354.1
1 0225 30 25. 3.0 2357.3 * 1 1045 130 58. 18.1 2367.3 * 1 1905 230 1. .1 2354.1
1 0230 31 26. 3.1 2357.4 * 1 1050 131 57. 17.7 2367.1 * 1 1910 231 1. .1 2354.1
1 0235 32 26. 3.3 2357.5 * 1 1055 132 57. 17.3 2366.8 * 1 1915 232 1. .1 2354.1
1 0240 33 27. 3.5 2357.6 * 1 1100 133 56. 16.9 2366.6 * 1 1920 233 1. .1 2354.0
1 0245 34 27. 3.6 2357.8 * 1 1105 134 55. 16.5 2366.3 * 1 1925 234 1. .1 2354.0
1 0250 35 28. 3.8 2357.9 * 1 1110 135 55. 16.1 2366.1 * 1 1930 235 1. .1 2354.0
1 0255 36 29. 4.0 2358.0 * 1 1115 136 54. 15.8 2365.9 * 1 1935 236 1. .1 2354.0
1 0300 37 29. 4.2 2358.2 * 1 1120 137 54. 15.4 2365.7 * 1 1940 237 1. .1 2354.0
1 0305 38 30. 4.5 2358.4 * 1 1125 138 53. 15.0 2365.4 * 1 1945 238 1. .1 2354.0
1 0310 39 32. 4.9 2358.7 * 1 1130 139 53. 14.7 2365.2 * 1 1950 239 1. .1 2354.0
1 0315 40 34. 5.5 2359.1 * 1 1135 140 52. 14.3 2365.0 * 1 1955 240 1. .1 2354.0
1 0320 41 36. 6.3 2359.7 * 1 1140 141 51. 13.9 2364.8 * 1 2000 241 1. .1 2354.0
1 0325 42 39. 7.6 2360.6 * 1 1145 142 51. 13.6 2364.5 * 1 2005 242 1. .1 2354.0
1 0330 43 43. 9.5 2361.9 * 1 1150 143 50. 13.2 2364.3 * 1 2010 243 1. .1 2354.0
1 0335 44 48. 12.2 2363.7 * 1 1155 144 50. 12.9 2364.1 * 1 2015 244 1. .1 2354.0
1 0340 45 55. 16.0 2366.0 * 1 1200 145 49. 12.6 2363.9 * 1 2020 245 1. .1 2354.0
1 0345 46 61. 20.4 2368.6 * 1 1205 146 48. 12.2 2363.7 * 1 2025 246 0. .1 2354.0
1 0350 47 66. 24.7 2371.0 * 1 1210 147 48. 11.9 2363.5 * 1 2030 247 0. .1 2354.0
1 0355 48 70. 28.6 2372.9 * 1 1215 148 47. 11.6 2363.3 * 1 2035 248 0. .0 2354.0
1 0400 49 72. 31.9 2374.1 * 1 1220 149 47. 11.2 2363.0 * 1 2040 249 0. .0 2354.0
1 0405 50 73. 34.5 2375.0 * 1 1225 150 46. 10.9 2362.8 * 1 2045 250 0. .0 2354.0
1 0410 51 75. 36.4 2375.6 * 1 1230 151 45. 10.6 2362.6 * 1 2050 251 0. .0 2353.9
1 0415 52 75. 37.9 2376.1 * 1 1235 152 45. 10.3 2362.4 * 1 2055 252 0. .0 2353.9
1 0420 53 76. 38.9 2376.4 * 1 1240 153 44. 10.0 2362.2 * 1 2100 253 0. .0 2353.9
1 0425 54 76. 39.6 2376.7 * 1 1245 154 44. 9.7 2362.0 * 1 2105 254 0. .0 2353.9
1 0430 55 77. 40.1 2376.9 * 1 1250 155 43. 9.4 2361.8 * 1 2110 255 0. .0 2353.9
1 0435 56 77. 40.6 2377.0 * 1 1255 156 42. 9.1 2361.6 * 1 2115 256 0. .0 2353.9
1 0440 57 77. 41.1 2377.2 * 1 1300 157 42. 8.8 2361.4 * 1 2120 257 0. .0 2353.9
1 0445 58 78. 41.7 2377.3 * 1 1305 158 41. 8.5 2361.2 * 1 2125 258 0. .0 2353.9
1 0450 59 78. 42.4 2377.6 * 1 1310 159 41. 8.2 2361.0 * 1 2130 259 0. .0 2353.9
1 0455 60 78. 43.3 2377.8 * 1 1315 160 40. 8.0 2360.9 * 1 2135 260 0. .0 2353.9
1 0500 61 79. 44.1 2378.1 * 1 1320 161 39. 7.7 2360.7 * 1 2140 261 0. .0 2353.9
1 0505 62 79. 44.9 2378.3 * 1 1325 162 39. 7.4 2360.5 * 1 2145 262 0. .0 2353.9
1 0510 63 80. 45.6 2378.5 * 1 1330 163 38. 7.2 2360.3 * 1 2150 263 0. .0 2353.9
1 0515 64 80. 46.1 2378.7 * 1 1335 164 37. 6.9 2360.1 * 1 2155 264 0. .0 2353.9
1 0520 65 80. 46.4 2378.8 * 1 1340 165 37. 6.6 2359.9 * 1 2200 265 0. .0 2353.9
1 0525 66 80. 46.5 2378.8 * 1 1345 166 36. 6.4 2359.8 * 1 2205 266 0. .0 2353.9
1 0530 67 80. 46.5 2378.8 * 1 1350 167 35. 6.2 2359.6 * 1 2210 267 0. .0 2353.9
1 0535 68 80. 46.4 2378.8 * 1 1355 168 35. 5.9 2359.4 * 1 2215 268 0. .0 2353.9
1 0540 69 80. 46.2 2378.7 * 1 1400 169 34. 5.7 2359.3 * 1 2220 269 0. .0 2353.9
1 0545 70 80. 45.9 2378.6 * 1 1405 170 34. 5.4 2359.1 * 1 2225 270 0. .0 2353.9
1 0550 71 80. 45.6 2378.5 * 1 1410 171 33. 5.2 2358.9 * 1 2230 271 0. .0 2353.9
1 0555 72 79. 45.3 2378.4 * 1 1415 172 32. 5.0 2358.8 * 1 2235 272 0. .0 2353.9
1 0600 73 79. 44.9 2378.3 * 1 1420 173 31. 4.8 2358.6 * 1 2240 273 0. .0 2353.9
1 0605 74 79. 44.5 2378.2 * 1 1425 174 31. 4.6 2358.4 * 1 2245 274 0. .0 2353.9
1 0610 75 79. 44.1 2378.1 * 1 1430 175 30. 4.3 2358.3 * 1 2250 275 0. .0 2353.9
1 0615 76 79. 43.7 2377.9 * 1 1435 176 29. 4.1 2358.1 * 1 2255 276 0. .0 2353.9
1 0620 77 78. 43.2 2377.8 * 1 1440 177 28. 3.9 2358.0 * 1 2300 277 0. .0 2353.9
1 0625 78 78. 42.8 2377.7 * 1 1445 178 28. 3.8 2357.9 * 1 2305 278 0. .0 2353.9
1 0630 79 78. 42.3 2377.5 * 1 1450 179 27. 3.6 2357.7 * 1 2310 279 0. .0 2353.9
1 0635 80 78. 41.8 2377.4 * 1 1455 180 26. 3.4 2357.6 * 1 2315 280 0. .0 2353.9
1 0640 81 77. 41.3 2377.2 * 1 1500 181 26. 3.2 2357.4 * 1 2320 281 0. .0 2353.9
1 0645 82 77. 40.7 2377.0 * 1 1505 182 25. 3.0 2357.3 * 1 2325 282 0. .0 2353.9
1 0650 83 77. 40.2 2376.9 * 1 1510 183 25. 2.9 2357.2 * 1 2330 283 0. .0 2353.9
1 0655 84 77. 39.7 2376.7 * 1 1515 184 24. 2.7 2357.1 * 1 2335 284 0. .0 2353.9
1 0700 85 76. 39.2 2376.5 * 1 1520 185 23. 2.5 2356.9 * 1 2340 285 0. .0 2353.9
1 0705 86 76. 38.7 2376.4 * 1 1525 186 22. 2.4 2356.7 * 1 2345 286 0. .0 2353.9
1 0710 87 76. 38.1 2376.2 * 1 1530 187 20. 2.2 2356.6 * 1 2350 287 0. .0 2353.9
1 0715 88 75. 37.6 2376.0 * 1 1535 188 19. 2.1 2356.4 * 1 2355 288 0. .0 2353.9
1 0720 89 75. 37.1 2375.9 * 1 1540 189 18. 2.0 2356.2 * 2 0000 289 0. .0 2353.9
1 0725 90 75. 36.6 2375.7 * 1 1545 190 17. 1.8 2356.1 * 2 0005 290 0. .0 2353.9
1 0730 91 74. 36.1 2375.5 * 1 1550 191 16. 1.7 2356.0 * 2 0010 291 0. .0 2353.9
1 0735 92 74. 35.6 2375.4 * 1 1555 192 15. 1.6 2355.8 * 2 0015 292 0. .0 2353.9
1 0740 93 74. 35.1 2375.2 * 1 1600 193 14. 1.5 2355.7 * 2 0020 293 0. .0 2353.9
1 0745 94 74. 34.5 2375.0 * 1 1605 194 13. 1.4 2355.6 * 2 0025 294 0. .0 2353.9
1 0750 95 73. 34.0 2374.9 * 1 1610 195 12. 1.3 2355.5 * 2 0030 295 0. .0 2353.9
1 0755 96 73. 33.5 2374.7 * 1 1615 196 12. 1.3 2355.4 * 2 0035 296 0. .0 2353.9
1 0800 97 73. 33.0 2374.5 * 1 1620 197 11. 1.2 2355.3 * 2 0040 297 0. .0 2353.9
1 0805 98 72. 32.5 2374.3 * 1 1625 198 10. 1.1 2355.2 * 2 0045 298 0. .0 2353.9
1 0810 99 72. 32.0 2374.1 * 1 1630 199 10. 1.0 2355.1 * 2 0050 299 0. .0 2353.9
1 0815 100 72. 31.6 2374.0 * 1 1635 200 9. 1.0 2355.1 * 2 0055 300 0. .0 2353.9
* *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 80. 5.42 74. 33. 32. 32.
(INCHES) .980 1.746 1.746 1.746
(AC-FT) 37. 66. 66. 66.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 72-HR 24.92-HR
+ (AC-FT) (HR)
47. 5.42 37. 12. 12. 12.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 24.92-HR
+ (FEET) (HR)
2378.80 5.42 2375.51 2362.00 2361.70 2361.70
CUMULATIVE AREA = .70 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION RAINBWDB
PLAN 1, RATIO = .88
***********************************************************************************************************************************
* *
DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE
* *
1 0000 1 0. .0 2353.9 * 1 0820 101 71. 30.6 2373.6 * 1 1640 201 8. .9 2354.9
1 0005 2 0. .0 2353.9 * 1 0825 102 71. 30.1 2373.5 * 1 1645 202 7. .8 2354.9
1 0010 3 0. .0 2353.9 * 1 0830 103 70. 29.6 2373.3 * 1 1650 203 7. .8 2354.8
1 0015 4 0. .0 2353.9 * 1 0835 104 70. 29.2 2373.1 * 1 1655 204 7. .7 2354.8
1 0020 5 0. .0 2353.9 * 1 0840 105 70. 28.7 2372.9 * 1 1700 205 6. .7 2354.7
1 0025 6 0. .0 2353.9 * 1 0845 106 69. 28.2 2372.7 * 1 1705 206 6. .6 2354.7
1 0030 7 0. .0 2354.0 * 1 0850 107 69. 27.7 2372.5 * 1 1710 207 5. .6 2354.6
1 0035 8 1. .1 2354.0 * 1 0855 108 68. 27.3 2372.3 * 1 1715 208 5. .6 2354.6
1 0040 9 2. .2 2354.2 * 1 0900 109 68. 26.8 2372.0 * 1 1720 209 5. .5 2354.5
1 0045 10 3. .4 2354.3 * 1 0905 110 67. 26.3 2371.8 * 1 1725 210 5. .5 2354.5
1 0050 11 5. .5 2354.5 * 1 0910 111 67. 25.9 2371.6 * 1 1730 211 4. .5 2354.5
1 0055 12 6. .6 2354.6 * 1 0915 112 66. 25.4 2371.4 * 1 1735 212 4. .4 2354.4
1 0100 13 6. .7 2354.7 * 1 0920 113 66. 24.9 2371.2 * 1 1740 213 4. .4 2354.4
1 0105 14 7. .8 2354.8 * 1 0925 114 66. 24.5 2370.9 * 1 1745 214 4. .4 2354.4
1 0110 15 8. .8 2354.9 * 1 0930 115 65. 24.0 2370.7 * 1 1750 215 3. .4 2354.3
1 0115 16 8. .9 2355.0 * 1 0935 116 65. 23.6 2370.4 * 1 1755 216 3. .3 2354.3
1 0120 17 9. .9 2355.0 * 1 0940 117 64. 23.2 2370.2 * 1 1800 217 3. .3 2354.3
1 0125 18 9. 1.0 2355.1 * 1 0945 118 63. 22.7 2369.9 * 1 1805 218 3. .3 2354.3
1 0130 19 10. 1.1 2355.2 * 1 0950 119 63. 22.3 2369.7 * 1 1810 219 3. .3 2354.2
1 0135 20 11. 1.2 2355.3 * 1 0955 120 62. 21.8 2369.4 * 1 1815 220 2. .3 2354.2
1 0140 21 12. 1.3 2355.5 * 1 1000 121 62. 21.4 2369.2 * 1 1820 221 2. .2 2354.2
1 0145 22 14. 1.5 2355.7 * 1 1005 122 61. 21.0 2369.0 * 1 1825 222 2. .2 2354.2
1 0150 23 16. 1.7 2355.9 * 1 1010 123 61. 20.6 2368.7 * 1 1830 223 2. .2 2354.2
1 0155 24 17. 1.9 2356.2 * 1 1015 124 60. 20.2 2368.5 * 1 1835 224 2. .2 2354.1
1 0200 25 19. 2.1 2356.4 * 1 1020 125 60. 19.7 2368.2 * 1 1840 225 2. .2 2354.1
1 0205 26 21. 2.3 2356.6 * 1 1025 126 59. 19.3 2368.0 * 1 1845 226 2. .2 2354.1
1 0210 27 22. 2.4 2356.8 * 1 1030 127 59. 18.9 2367.8 * 1 1850 227 2. .2 2354.1
1 0215 28 24. 2.6 2357.0 * 1 1035 128 58. 18.5 2367.5 * 1 1855 228 1. .2 2354.1
1 0220 29 24. 2.8 2357.1 * 1 1040 129 58. 18.1 2367.3 * 1 1900 229 1. .1 2354.1
1 0225 30 25. 2.9 2357.2 * 1 1045 130 57. 17.7 2367.1 * 1 1905 230 1. .1 2354.1
1 0230 31 25. 3.1 2357.4 * 1 1050 131 57. 17.3 2366.8 * 1 1910 231 1. .1 2354.1
1 0235 32 26. 3.3 2357.5 * 1 1055 132 56. 16.9 2366.6 * 1 1915 232 1. .1 2354.0
1 0240 33 27. 3.4 2357.6 * 1 1100 133 55. 16.6 2366.4 * 1 1920 233 1. .1 2354.0
1 0245 34 27. 3.6 2357.7 * 1 1105 134 55. 16.2 2366.1 * 1 1925 234 1. .1 2354.0
1 0250 35 28. 3.7 2357.8 * 1 1110 135 54. 15.8 2365.9 * 1 1930 235 1. .1 2354.0
1 0255 36 28. 3.9 2358.0 * 1 1115 136 54. 15.4 2365.7 * 1 1935 236 1. .1 2354.0
1 0300 37 29. 4.1 2358.1 * 1 1120 137 53. 15.1 2365.5 * 1 1940 237 1. .1 2354.0
1 0305 38 30. 4.4 2358.4 * 1 1125 138 53. 14.7 2365.2 * 1 1945 238 1. .1 2354.0
1 0310 39 31. 4.8 2358.6 * 1 1130 139 52. 14.3 2365.0 * 1 1950 239 1. .1 2354.0
1 0315 40 33. 5.4 2359.1 * 1 1135 140 52. 14.0 2364.8 * 1 1955 240 1. .1 2354.0
1 0320 41 36. 6.3 2359.7 * 1 1140 141 51. 13.6 2364.6 * 1 2000 241 1. .1 2354.0
1 0325 42 39. 7.5 2360.5 * 1 1145 142 50. 13.3 2364.3 * 1 2005 242 1. .1 2354.0
1 0330 43 43. 9.4 2361.8 * 1 1150 143 50. 12.9 2364.1 * 1 2010 243 1. .1 2354.0
1 0335 44 48. 12.1 2363.6 * 1 1155 144 49. 12.6 2363.9 * 1 2015 244 1. .1 2354.0
1 0340 45 54. 15.9 2365.9 * 1 1200 145 49. 12.3 2363.7 * 1 2020 245 0. .1 2354.0
1 0345 46 60. 20.2 2368.5 * 1 1205 146 48. 11.9 2363.5 * 1 2025 246 0. .1 2354.0
1 0350 47 66. 24.5 2370.9 * 1 1210 147 47. 11.6 2363.3 * 1 2030 247 0. .0 2354.0
1 0355 48 69. 28.3 2372.8 * 1 1215 148 47. 11.3 2363.1 * 1 2035 248 0. .0 2354.0
1 0400 49 72. 31.6 2374.0 * 1 1220 149 46. 11.0 2362.9 * 1 2040 249 0. .0 2354.0
1 0405 50 73. 34.1 2374.9 * 1 1225 150 46. 10.6 2362.6 * 1 2045 250 0. .0 2353.9
1 0410 51 74. 36.1 2375.5 * 1 1230 151 45. 10.3 2362.4 * 1 2050 251 0. .0 2353.9
1 0415 52 75. 37.5 2376.0 * 1 1235 152 44. 10.0 2362.2 * 1 2055 252 0. .0 2353.9
1 0420 53 76. 38.5 2376.3 * 1 1240 153 44. 9.7 2362.0 * 1 2100 253 0. .0 2353.9
1 0425 54 76. 39.2 2376.5 * 1 1245 154 43. 9.4 2361.8 * 1 2105 254 0. .0 2353.9
1 0430 55 77. 39.7 2376.7 * 1 1250 155 42. 9.1 2361.6 * 1 2110 255 0. .0 2353.9
1 0435 56 77. 40.2 2376.9 * 1 1255 156 42. 8.8 2361.4 * 1 2115 256 0. .0 2353.9
1 0440 57 77. 40.7 2377.0 * 1 1300 157 41. 8.5 2361.3 * 1 2120 257 0. .0 2353.9
1 0445 58 77. 41.3 2377.2 * 1 1305 158 41. 8.3 2361.1 * 1 2125 258 0. .0 2353.9
1 0450 59 78. 42.0 2377.4 * 1 1310 159 40. 8.0 2360.9 * 1 2130 259 0. .0 2353.9
1 0455 60 78. 42.8 2377.7 * 1 1315 160 39. 7.7 2360.7 * 1 2135 260 0. .0 2353.9
1 0500 61 79. 43.7 2377.9 * 1 1320 161 39. 7.4 2360.5 * 1 2140 261 0. .0 2353.9
1 0505 62 79. 44.5 2378.2 * 1 1325 162 38. 7.2 2360.3 * 1 2145 262 0. .0 2353.9
1 0510 63 79. 45.1 2378.4 * 1 1330 163 37. 6.9 2360.1 * 1 2150 263 0. .0 2353.9
1 0515 64 80. 45.6 2378.5 * 1 1335 164 37. 6.7 2360.0 * 1 2155 264 0. .0 2353.9
1 0520 65 80. 45.9 2378.6 * 1 1340 165 36. 6.4 2359.8 * 1 2200 265 0. .0 2353.9
1 0525 66 80. 46.0 2378.6 * 1 1345 166 35. 6.2 2359.6 * 1 2205 266 0. .0 2353.9
1 0530 67 80. 46.0 2378.6 * 1 1350 167 35. 5.9 2359.4 * 1 2210 267 0. .0 2353.9
1 0535 68 80. 45.9 2378.6 * 1 1355 168 34. 5.7 2359.3 * 1 2215 268 0. .0 2353.9
1 0540 69 80. 45.7 2378.5 * 1 1400 169 34. 5.5 2359.1 * 1 2220 269 0. .0 2353.9
1 0545 70 80. 45.4 2378.5 * 1 1405 170 33. 5.2 2358.9 * 1 2225 270 0. .0 2353.9
1 0550 71 79. 45.1 2378.4 * 1 1410 171 32. 5.0 2358.8 * 1 2230 271 0. .0 2353.9
1 0555 72 79. 44.8 2378.3 * 1 1415 172 31. 4.8 2358.6 * 1 2235 272 0. .0 2353.9
1 0600 73 79. 44.4 2378.2 * 1 1420 173 31. 4.6 2358.5 * 1 2240 273 0. .0 2353.9
1 0605 74 79. 44.0 2378.0 * 1 1425 174 30. 4.4 2358.3 * 1 2245 274 0. .0 2353.9
1 0610 75 79. 43.6 2377.9 * 1 1430 175 29. 4.2 2358.2 * 1 2250 275 0. .0 2353.9
1 0615 76 78. 43.2 2377.8 * 1 1435 176 29. 4.0 2358.0 * 1 2255 276 0. .0 2353.9
1 0620 77 78. 42.7 2377.7 * 1 1440 177 28. 3.8 2357.9 * 1 2300 277 0. .0 2353.9
1 0625 78 78. 42.3 2377.5 * 1 1445 178 27. 3.6 2357.7 * 1 2305 278 0. .0 2353.9
1 0630 79 78. 41.8 2377.4 * 1 1450 179 27. 3.4 2357.6 * 1 2310 279 0. .0 2353.9
1 0635 80 77. 41.3 2377.2 * 1 1455 180 26. 3.2 2357.5 * 1 2315 280 0. .0 2353.9
1 0640 81 77. 40.8 2377.1 * 1 1500 181 25. 3.0 2357.3 * 1 2320 281 0. .0 2353.9
1 0645 82 77. 40.3 2376.9 * 1 1505 182 25. 2.9 2357.2 * 1 2325 282 0. .0 2353.9
1 0650 83 77. 39.7 2376.7 * 1 1510 183 24. 2.7 2357.1 * 1 2330 283 0. .0 2353.9
1 0655 84 76. 39.2 2376.6 * 1 1515 184 23. 2.5 2356.9 * 1 2335 284 0. .0 2353.9
1 0700 85 76. 38.7 2376.4 * 1 1520 185 22. 2.4 2356.7 * 1 2340 285 0. .0 2353.9
1 0705 86 76. 38.2 2376.2 * 1 1525 186 20. 2.2 2356.6 * 1 2345 286 0. .0 2353.9
1 0710 87 75. 37.7 2376.0 * 1 1530 187 19. 2.1 2356.4 * 1 2350 287 0. .0 2353.9
1 0715 88 75. 37.2 2375.9 * 1 1535 188 18. 2.0 2356.3 * 1 2355 288 0. .0 2353.9
1 0720 89 75. 36.6 2375.7 * 1 1540 189 17. 1.9 2356.1 * 2 0000 289 0. .0 2353.9
1 0725 90 74. 36.1 2375.5 * 1 1545 190 16. 1.7 2356.0 * 2 0005 290 0. .0 2353.9
1 0730 91 74. 35.6 2375.4 * 1 1550 191 15. 1.6 2355.8 * 2 0010 291 0. .0 2353.9
1 0735 92 74. 35.1 2375.2 * 1 1555 192 14. 1.5 2355.7 * 2 0015 292 0. .0 2353.9
1 0740 93 74. 34.6 2375.0 * 1 1600 193 13. 1.4 2355.6 * 2 0020 293 0. .0 2353.9
1 0745 94 73. 34.1 2374.9 * 1 1605 194 12. 1.4 2355.5 * 2 0025 294 0. .0 2353.9
1 0750 95 73. 33.6 2374.7 * 1 1610 195 12. 1.3 2355.4 * 2 0030 295 0. .0 2353.9
1 0755 96 73. 33.1 2374.5 * 1 1615 196 11. 1.2 2355.3 * 2 0035 296 0. .0 2353.9
1 0800 97 72. 32.6 2374.3 * 1 1620 197 10. 1.1 2355.2 * 2 0040 297 0. .0 2353.9
1 0805 98 72. 32.1 2374.2 * 1 1625 198 10. 1.1 2355.2 * 2 0045 298 0. .0 2353.9
1 0810 99 72. 31.6 2374.0 * 1 1630 199 9. 1.0 2355.1 * 2 0050 299 0. .0 2353.9
1 0815 100 71. 31.1 2373.8 * 1 1635 200 8. .9 2355.0 * 2 0055 300 0. .0 2353.9
* *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 80. 5.42 74. 33. 32. 32.
(INCHES) .976 1.731 1.731 1.731
(AC-FT) 37. 65. 65. 65.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 72-HR 24.92-HR
+ (AC-FT) (HR)
46. 5.42 36. 12. 12. 12.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 24.92-HR
+ (FEET) (HR)
2378.65 5.42 2375.35 2361.90 2361.61 2361.61
CUMULATIVE AREA = .70 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION RAINBWDB
PLAN 1, RATIO = .87
***********************************************************************************************************************************
* *
DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE
* *
1 0000 1 0. .0 2353.9 * 1 0820 101 70. 29.7 2373.3 * 1 1640 201 7. .8 2354.8
1 0005 2 0. .0 2353.9 * 1 0825 102 70. 29.3 2373.2 * 1 1645 202 7. .7 2354.8
1 0010 3 0. .0 2353.9 * 1 0830 103 70. 28.8 2373.0 * 1 1650 203 6. .7 2354.7
1 0015 4 0. .0 2353.9 * 1 0835 104 69. 28.3 2372.8 * 1 1655 204 6. .6 2354.7
1 0020 5 0. .0 2353.9 * 1 0840 105 69. 27.8 2372.5 * 1 1700 205 6. .6 2354.6
1 0025 6 0. .0 2353.9 * 1 0845 106 68. 27.3 2372.3 * 1 1705 206 5. .6 2354.6
1 0030 7 0. .0 2354.0 * 1 0850 107 68. 26.9 2372.1 * 1 1710 207 5. .5 2354.5
1 0035 8 1. .1 2354.0 * 1 0855 108 67. 26.4 2371.9 * 1 1715 208 5. .5 2354.5
1 0040 9 2. .2 2354.2 * 1 0900 109 67. 25.9 2371.6 * 1 1720 209 4. .5 2354.5
1 0045 10 3. .3 2354.3 * 1 0905 110 67. 25.5 2371.4 * 1 1725 210 4. .4 2354.4
1 0050 11 4. .5 2354.5 * 1 0910 111 66. 25.0 2371.2 * 1 1730 211 4. .4 2354.4
1 0055 12 5. .6 2354.6 * 1 0915 112 66. 24.6 2371.0 * 1 1735 212 4. .4 2354.4
1 0100 13 6. .7 2354.7 * 1 0920 113 65. 24.1 2370.7 * 1 1740 213 3. .4 2354.3
1 0105 14 7. .7 2354.8 * 1 0925 114 65. 23.7 2370.5 * 1 1745 214 3. .3 2354.3
1 0110 15 7. .8 2354.9 * 1 0930 115 64. 23.2 2370.2 * 1 1750 215 3. .3 2354.3
1 0115 16 8. .9 2354.9 * 1 0935 116 64. 22.8 2370.0 * 1 1755 216 3. .3 2354.3
1 0120 17 8. .9 2355.0 * 1 0940 117 63. 22.4 2369.7 * 1 1800 217 3. .3 2354.2
1 0125 18 9. 1.0 2355.0 * 1 0945 118 63. 21.9 2369.5 * 1 1805 218 2. .3 2354.2
1 0130 19 9. 1.0 2355.1 * 1 0950 119 62. 21.5 2369.3 * 1 1810 219 2. .3 2354.2
1 0135 20 10. 1.1 2355.3 * 1 0955 120 62. 21.1 2369.0 * 1 1815 220 2. .2 2354.2
1 0140 21 12. 1.3 2355.4 * 1 1000 121 61. 20.6 2368.8 * 1 1820 221 2. .2 2354.2
1 0145 22 13. 1.5 2355.6 * 1 1005 122 60. 20.2 2368.5 * 1 1825 222 2. .2 2354.1
1 0150 23 15. 1.6 2355.9 * 1 1010 123 60. 19.8 2368.3 * 1 1830 223 2. .2 2354.1
1 0155 24 17. 1.8 2356.1 * 1 1015 124 59. 19.4 2368.1 * 1 1835 224 2. .2 2354.1
1 0200 25 19. 2.0 2356.3 * 1 1020 125 59. 19.0 2367.8 * 1 1840 225 2. .2 2354.1
1 0205 26 20. 2.2 2356.5 * 1 1025 126 58. 18.6 2367.6 * 1 1845 226 1. .2 2354.1
1 0210 27 22. 2.4 2356.7 * 1 1030 127 58. 18.2 2367.3 * 1 1850 227 1. .2 2354.1
1 0215 28 23. 2.5 2356.9 * 1 1035 128 57. 17.8 2367.1 * 1 1855 228 1. .1 2354.1
1 0220 29 24. 2.7 2357.1 * 1 1040 129 57. 17.4 2366.9 * 1 1900 229 1. .1 2354.1
1 0225 30 25. 2.8 2357.2 * 1 1045 130 56. 17.0 2366.6 * 1 1905 230 1. .1 2354.0
1 0230 31 25. 3.0 2357.3 * 1 1050 131 56. 16.6 2366.4 * 1 1910 231 1. .1 2354.0
1 0235 32 26. 3.2 2357.4 * 1 1055 132 55. 16.3 2366.2 * 1 1915 232 1. .1 2354.0
1 0240 33 26. 3.3 2357.5 * 1 1100 133 54. 15.9 2366.0 * 1 1920 233 1. .1 2354.0
1 0245 34 27. 3.5 2357.6 * 1 1105 134 54. 15.5 2365.7 * 1 1925 234 1. .1 2354.0
1 0250 35 27. 3.6 2357.8 * 1 1110 135 53. 15.1 2365.5 * 1 1930 235 1. .1 2354.0
1 0255 36 28. 3.8 2357.9 * 1 1115 136 53. 14.8 2365.3 * 1 1935 236 1. .1 2354.0
1 0300 37 29. 4.0 2358.1 * 1 1120 137 52. 14.4 2365.1 * 1 1940 237 1. .1 2354.0
1 0305 38 30. 4.3 2358.3 * 1 1125 138 52. 14.0 2364.8 * 1 1945 238 1. .1 2354.0
1 0310 39 31. 4.7 2358.6 * 1 1130 139 51. 13.7 2364.6 * 1 1950 239 1. .1 2354.0
1 0315 40 33. 5.3 2359.0 * 1 1135 140 50. 13.3 2364.4 * 1 1955 240 1. .1 2354.0
1 0320 41 35. 6.1 2359.6 * 1 1140 141 50. 13.0 2364.2 * 1 2000 241 1. .1 2354.0
1 0325 42 38. 7.3 2360.4 * 1 1145 142 49. 12.7 2363.9 * 1 2005 242 1. .1 2354.0
1 0330 43 43. 9.2 2361.7 * 1 1150 143 49. 12.3 2363.7 * 1 2010 243 1. .1 2354.0
1 0335 44 48. 11.8 2363.4 * 1 1155 144 48. 12.0 2363.5 * 1 2015 244 0. .1 2354.0
1 0340 45 54. 15.5 2365.7 * 1 1200 145 47. 11.7 2363.3 * 1 2020 245 0. .0 2354.0
1 0345 46 60. 19.7 2368.2 * 1 1205 146 47. 11.3 2363.1 * 1 2025 246 0. .0 2354.0
1 0350 47 65. 24.0 2370.6 * 1 1210 147 46. 11.0 2362.9 * 1 2030 247 0. .0 2354.0
1 0355 48 69. 27.7 2372.5 * 1 1215 148 46. 10.7 2362.7 * 1 2035 248 0. .0 2353.9
1 0400 49 71. 30.9 2373.7 * 1 1220 149 45. 10.4 2362.5 * 1 2040 249 0. .0 2353.9
1 0405 50 73. 33.4 2374.6 * 1 1225 150 44. 10.1 2362.3 * 1 2045 250 0. .0 2353.9
1 0410 51 74. 35.3 2375.3 * 1 1230 151 44. 9.8 2362.1 * 1 2050 251 0. .0 2353.9
1 0415 52 75. 36.7 2375.7 * 1 1235 152 43. 9.5 2361.9 * 1 2055 252 0. .0 2353.9
1 0420 53 75. 37.7 2376.0 * 1 1240 153 43. 9.2 2361.7 * 1 2100 253 0. .0 2353.9
1 0425 54 76. 38.4 2376.3 * 1 1245 154 42. 8.9 2361.5 * 1 2105 254 0. .0 2353.9
1 0430 55 76. 38.9 2376.4 * 1 1250 155 41. 8.6 2361.3 * 1 2110 255 0. .0 2353.9
1 0435 56 76. 39.3 2376.6 * 1 1255 156 41. 8.3 2361.1 * 1 2115 256 0. .0 2353.9
1 0440 57 77. 39.8 2376.7 * 1 1300 157 40. 8.0 2360.9 * 1 2120 257 0. .0 2353.9
1 0445 58 77. 40.4 2376.9 * 1 1305 158 39. 7.8 2360.7 * 1 2125 258 0. .0 2353.9
1 0450 59 77. 41.1 2377.2 * 1 1310 159 39. 7.5 2360.5 * 1 2130 259 0. .0 2353.9
1 0455 60 78. 41.9 2377.4 * 1 1315 160 38. 7.2 2360.3 * 1 2135 260 0. .0 2353.9
1 0500 61 78. 42.7 2377.7 * 1 1320 161 37. 7.0 2360.2 * 1 2140 261 0. .0 2353.9
1 0505 62 79. 43.5 2377.9 * 1 1325 162 37. 6.7 2360.0 * 1 2145 262 0. .0 2353.9
1 0510 63 79. 44.2 2378.1 * 1 1330 163 36. 6.5 2359.8 * 1 2150 263 0. .0 2353.9
1 0515 64 79. 44.7 2378.2 * 1 1335 164 36. 6.2 2359.6 * 1 2155 264 0. .0 2353.9
1 0520 65 79. 45.0 2378.3 * 1 1340 165 35. 6.0 2359.5 * 1 2200 265 0. .0 2353.9
1 0525 66 79. 45.1 2378.4 * 1 1345 166 34. 5.7 2359.3 * 1 2205 266 0. .0 2353.9
1 0530 67 79. 45.0 2378.3 * 1 1350 167 34. 5.5 2359.1 * 1 2210 267 0. .0 2353.9
1 0535 68 79. 44.9 2378.3 * 1 1355 168 33. 5.3 2359.0 * 1 2215 268 0. .0 2353.9
1 0540 69 79. 44.7 2378.2 * 1 1400 169 32. 5.1 2358.8 * 1 2220 269 0. .0 2353.9
1 0545 70 79. 44.4 2378.2 * 1 1405 170 32. 4.8 2358.6 * 1 2225 270 0. .0 2353.9
1 0550 71 79. 44.1 2378.1 * 1 1410 171 31. 4.6 2358.5 * 1 2230 271 0. .0 2353.9
1 0555 72 79. 43.8 2378.0 * 1 1415 172 30. 4.4 2358.3 * 1 2235 272 0. .0 2353.9
1 0600 73 78. 43.4 2377.9 * 1 1420 173 29. 4.2 2358.2 * 1 2240 273 0. .0 2353.9
1 0605 74 78. 43.0 2377.7 * 1 1425 174 29. 4.0 2358.0 * 1 2245 274 0. .0 2353.9
1 0610 75 78. 42.6 2377.6 * 1 1430 175 28. 3.8 2357.9 * 1 2250 275 0. .0 2353.9
1 0615 76 78. 42.2 2377.5 * 1 1435 176 27. 3.6 2357.8 * 1 2255 276 0. .0 2353.9
1 0620 77 78. 41.8 2377.4 * 1 1440 177 27. 3.4 2357.6 * 1 2300 277 0. .0 2353.9
1 0625 78 77. 41.3 2377.2 * 1 1445 178 26. 3.3 2357.5 * 1 2305 278 0. .0 2353.9
1 0630 79 77. 40.8 2377.1 * 1 1450 179 25. 3.1 2357.3 * 1 2310 279 0. .0 2353.9
1 0635 80 77. 40.3 2376.9 * 1 1455 180 25. 2.9 2357.2 * 1 2315 280 0. .0 2353.9
1 0640 81 77. 39.8 2376.7 * 1 1500 181 24. 2.7 2357.1 * 1 2320 281 0. .0 2353.9
1 0645 82 76. 39.3 2376.6 * 1 1505 182 23. 2.6 2357.0 * 1 2325 282 0. .0 2353.9
1 0650 83 76. 38.8 2376.4 * 1 1510 183 22. 2.4 2356.8 * 1 2330 283 0. .0 2353.9
1 0655 84 76. 38.3 2376.2 * 1 1515 184 21. 2.3 2356.6 * 1 2335 284 0. .0 2353.9
1 0700 85 75. 37.8 2376.1 * 1 1520 185 19. 2.1 2356.4 * 1 2340 285 0. .0 2353.9
1 0705 86 75. 37.2 2375.9 * 1 1525 186 18. 2.0 2356.3 * 1 2345 286 0. .0 2353.9
1 0710 87 75. 36.7 2375.7 * 1 1530 187 17. 1.9 2356.1 * 1 2350 287 0. .0 2353.9
1 0715 88 74. 36.2 2375.6 * 1 1535 188 16. 1.8 2356.0 * 1 2355 288 0. .0 2353.9
1 0720 89 74. 35.7 2375.4 * 1 1540 189 15. 1.7 2355.9 * 2 0000 289 0. .0 2353.9
1 0725 90 74. 35.2 2375.2 * 1 1545 190 14. 1.6 2355.8 * 2 0005 290 0. .0 2353.9
1 0730 91 74. 34.7 2375.1 * 1 1550 191 13. 1.5 2355.6 * 2 0010 291 0. .0 2353.9
1 0735 92 73. 34.2 2374.9 * 1 1555 192 13. 1.4 2355.5 * 2 0015 292 0. .0 2353.9
1 0740 93 73. 33.7 2374.7 * 1 1600 193 12. 1.3 2355.4 * 2 0020 293 0. .0 2353.9
1 0745 94 73. 33.2 2374.5 * 1 1605 194 11. 1.2 2355.3 * 2 0025 294 0. .0 2353.9
1 0750 95 72. 32.7 2374.4 * 1 1610 195 10. 1.1 2355.3 * 2 0030 295 0. .0 2353.9
1 0755 96 72. 32.2 2374.2 * 1 1615 196 10. 1.1 2355.2 * 2 0035 296 0. .0 2353.9
1 0800 97 72. 31.7 2374.0 * 1 1620 197 9. 1.0 2355.1 * 2 0040 297 0. .0 2353.9
1 0805 98 71. 31.2 2373.8 * 1 1625 198 9. .9 2355.0 * 2 0045 298 0. .0 2353.9
1 0810 99 71. 30.7 2373.7 * 1 1630 199 8. .9 2355.0 * 2 0050 299 0. .0 2353.9
1 0815 100 71. 30.2 2373.5 * 1 1635 200 8. .8 2354.9 * 2 0055 300 0. .0 2353.9
* *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 79. 5.42 73. 32. 31. 31.
(INCHES) .969 1.699 1.699 1.699
(AC-FT) 36. 64. 64. 64.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 72-HR 24.92-HR
+ (AC-FT) (HR)
45. 5.42 35. 12. 11. 11.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 24.92-HR
+ (FEET) (HR)
2378.35 5.42 2375.03 2361.71 2361.43 2361.43
CUMULATIVE AREA = .70 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION RAINBWDB
PLAN 1, RATIO = .86
***********************************************************************************************************************************
* *
DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE
* *
1 0000 1 0. .0 2353.9 * 1 0820 101 70. 29.0 2373.1 * 1 1640 201 6. .7 2354.7
1 0005 2 0. .0 2353.9 * 1 0825 102 69. 28.6 2372.9 * 1 1645 202 6. .7 2354.7
1 0010 3 0. .0 2353.9 * 1 0830 103 69. 28.1 2372.6 * 1 1650 203 6. .6 2354.6
1 0015 4 0. .0 2353.9 * 1 0835 104 69. 27.6 2372.4 * 1 1655 204 5. .6 2354.6
1 0020 5 0. .0 2353.9 * 1 0840 105 68. 27.1 2372.2 * 1 1700 205 5. .6 2354.6
1 0025 6 0. .0 2353.9 * 1 0845 106 68. 26.7 2372.0 * 1 1705 206 5. .5 2354.5
1 0030 7 0. .0 2354.0 * 1 0850 107 67. 26.2 2371.7 * 1 1710 207 4. .5 2354.5
1 0035 8 1. .1 2354.0 * 1 0855 108 67. 25.7 2371.5 * 1 1715 208 4. .5 2354.4
1 0040 9 2. .2 2354.2 * 1 0900 109 66. 25.3 2371.3 * 1 1720 209 4. .4 2354.4
1 0045 10 3. .3 2354.3 * 1 0905 110 66. 24.8 2371.1 * 1 1725 210 4. .4 2354.4
1 0050 11 4. .5 2354.4 * 1 0910 111 65. 24.4 2370.9 * 1 1730 211 3. .4 2354.4
1 0055 12 5. .6 2354.6 * 1 0915 112 65. 23.9 2370.6 * 1 1735 212 3. .4 2354.3
1 0100 13 6. .7 2354.7 * 1 0920 113 64. 23.5 2370.4 * 1 1740 213 3. .3 2354.3
1 0105 14 7. .7 2354.8 * 1 0925 114 64. 23.0 2370.1 * 1 1745 214 3. .3 2354.3
1 0110 15 7. .8 2354.8 * 1 0930 115 63. 22.6 2369.9 * 1 1750 215 3. .3 2354.3
1 0115 16 8. .8 2354.9 * 1 0935 116 63. 22.2 2369.6 * 1 1755 216 3. .3 2354.2
1 0120 17 8. .9 2354.9 * 1 0940 117 62. 21.7 2369.4 * 1 1800 217 2. .3 2354.2
1 0125 18 9. .9 2355.0 * 1 0945 118 62. 21.3 2369.1 * 1 1805 218 2. .2 2354.2
1 0130 19 9. 1.0 2355.1 * 1 0950 119 61. 20.9 2368.9 * 1 1810 219 2. .2 2354.2
1 0135 20 10. 1.1 2355.2 * 1 0955 120 61. 20.5 2368.7 * 1 1815 220 2. .2 2354.2
1 0140 21 11. 1.2 2355.4 * 1 1000 121 60. 20.0 2368.4 * 1 1820 221 2. .2 2354.1
1 0145 22 13. 1.4 2355.6 * 1 1005 122 60. 19.6 2368.2 * 1 1825 222 2. .2 2354.1
1 0150 23 15. 1.6 2355.8 * 1 1010 123 59. 19.2 2367.9 * 1 1830 223 2. .2 2354.1
1 0155 24 16. 1.8 2356.1 * 1 1015 124 59. 18.8 2367.7 * 1 1835 224 2. .2 2354.1
1 0200 25 18. 2.0 2356.3 * 1 1020 125 58. 18.4 2367.5 * 1 1840 225 1. .2 2354.1
1 0205 26 20. 2.2 2356.5 * 1 1025 126 58. 18.0 2367.2 * 1 1845 226 1. .1 2354.1
1 0210 27 21. 2.3 2356.7 * 1 1030 127 57. 17.6 2367.0 * 1 1850 227 1. .1 2354.1
1 0215 28 23. 2.5 2356.9 * 1 1035 128 56. 17.2 2366.8 * 1 1855 228 1. .1 2354.1
1 0220 29 24. 2.6 2357.0 * 1 1040 129 56. 16.8 2366.5 * 1 1900 229 1. .1 2354.0
1 0225 30 24. 2.8 2357.1 * 1 1045 130 55. 16.5 2366.3 * 1 1905 230 1. .1 2354.0
1 0230 31 25. 2.9 2357.2 * 1 1050 131 55. 16.1 2366.1 * 1 1910 231 1. .1 2354.0
1 0235 32 25. 3.1 2357.4 * 1 1055 132 54. 15.7 2365.8 * 1 1915 232 1. .1 2354.0
1 0240 33 26. 3.3 2357.5 * 1 1100 133 54. 15.3 2365.6 * 1 1920 233 1. .1 2354.0
1 0245 34 27. 3.4 2357.6 * 1 1105 134 53. 15.0 2365.4 * 1 1925 234 1. .1 2354.0
1 0250 35 27. 3.6 2357.7 * 1 1110 135 53. 14.6 2365.2 * 1 1930 235 1. .1 2354.0
1 0255 36 28. 3.7 2357.8 * 1 1115 136 52. 14.2 2365.0 * 1 1935 236 1. .1 2354.0
1 0300 37 28. 3.9 2358.0 * 1 1120 137 51. 13.9 2364.7 * 1 1940 237 1. .1 2354.0
1 0305 38 29. 4.2 2358.2 * 1 1125 138 51. 13.5 2364.5 * 1 1945 238 1. .1 2354.0
1 0310 39 31. 4.6 2358.5 * 1 1130 139 50. 13.2 2364.3 * 1 1950 239 1. .1 2354.0
1 0315 40 33. 5.2 2358.9 * 1 1135 140 50. 12.8 2364.1 * 1 1955 240 1. .1 2354.0
1 0320 41 35. 6.0 2359.5 * 1 1140 141 49. 12.5 2363.9 * 1 2000 241 1. .1 2354.0
1 0325 42 38. 7.2 2360.3 * 1 1145 142 48. 12.2 2363.6 * 1 2005 242 0. .1 2354.0
1 0330 43 42. 9.0 2361.5 * 1 1150 143 48. 11.8 2363.4 * 1 2010 243 0. .1 2354.0
1 0335 44 47. 11.6 2363.3 * 1 1155 144 47. 11.5 2363.2 * 1 2015 244 0. .0 2354.0
1 0340 45 53. 15.2 2365.6 * 1 1200 145 47. 11.2 2363.0 * 1 2020 245 0. .0 2354.0
1 0345 46 59. 19.4 2368.0 * 1 1205 146 46. 10.9 2362.8 * 1 2025 246 0. .0 2353.9
1 0350 47 64. 23.5 2370.4 * 1 1210 147 45. 10.6 2362.6 * 1 2030 247 0. .0 2353.9
1 0355 48 68. 27.3 2372.3 * 1 1215 148 45. 10.2 2362.4 * 1 2035 248 0. .0 2353.9
1 0400 49 71. 30.4 2373.6 * 1 1220 149 44. 9.9 2362.2 * 1 2040 249 0. .0 2353.9
1 0405 50 72. 32.8 2374.4 * 1 1225 150 43. 9.6 2362.0 * 1 2045 250 0. .0 2353.9
1 0410 51 74. 34.7 2375.1 * 1 1230 151 43. 9.3 2361.8 * 1 2050 251 0. .0 2353.9
1 0415 52 74. 36.1 2375.5 * 1 1235 152 42. 9.0 2361.6 * 1 2055 252 0. .0 2353.9
1 0420 53 75. 37.0 2375.8 * 1 1240 153 42. 8.8 2361.4 * 1 2100 253 0. .0 2353.9
1 0425 54 75. 37.7 2376.1 * 1 1245 154 41. 8.5 2361.2 * 1 2105 254 0. .0 2353.9
1 0430 55 76. 38.2 2376.2 * 1 1250 155 41. 8.2 2361.0 * 1 2110 255 0. .0 2353.9
1 0435 56 76. 38.6 2376.4 * 1 1255 156 40. 7.9 2360.8 * 1 2115 256 0. .0 2353.9
1 0440 57 76. 39.1 2376.5 * 1 1300 157 39. 7.6 2360.6 * 1 2120 257 0. .0 2353.9
1 0445 58 77. 39.7 2376.7 * 1 1305 158 38. 7.4 2360.4 * 1 2125 258 0. .0 2353.9
1 0450 59 77. 40.4 2376.9 * 1 1310 159 38. 7.1 2360.3 * 1 2130 259 0. .0 2353.9
1 0455 60 77. 41.2 2377.2 * 1 1315 160 37. 6.9 2360.1 * 1 2135 260 0. .0 2353.9
1 0500 61 78. 42.0 2377.4 * 1 1320 161 36. 6.6 2359.9 * 1 2140 261 0. .0 2353.9
1 0505 62 78. 42.8 2377.7 * 1 1325 162 36. 6.4 2359.7 * 1 2145 262 0. .0 2353.9
1 0510 63 79. 43.4 2377.9 * 1 1330 163 35. 6.1 2359.6 * 1 2150 263 0. .0 2353.9
1 0515 64 79. 43.9 2378.0 * 1 1335 164 35. 5.9 2359.4 * 1 2155 264 0. .0 2353.9
1 0520 65 79. 44.2 2378.1 * 1 1340 165 34. 5.6 2359.2 * 1 2200 265 0. .0 2353.9
1 0525 66 79. 44.3 2378.1 * 1 1345 166 33. 5.4 2359.1 * 1 2205 266 0. .0 2353.9
1 0530 67 79. 44.3 2378.1 * 1 1350 167 33. 5.2 2358.9 * 1 2210 267 0. .0 2353.9
1 0535 68 79. 44.1 2378.1 * 1 1355 168 32. 4.9 2358.7 * 1 2215 268 0. .0 2353.9
1 0540 69 79. 43.9 2378.0 * 1 1400 169 31. 4.7 2358.6 * 1 2220 269 0. .0 2353.9
1 0545 70 79. 43.7 2377.9 * 1 1405 170 30. 4.5 2358.4 * 1 2225 270 0. .0 2353.9
1 0550 71 78. 43.3 2377.8 * 1 1410 171 30. 4.3 2358.3 * 1 2230 271 0. .0 2353.9
1 0555 72 78. 43.0 2377.7 * 1 1415 172 29. 4.1 2358.1 * 1 2235 272 0. .0 2353.9
1 0600 73 78. 42.6 2377.6 * 1 1420 173 28. 3.9 2358.0 * 1 2240 273 0. .0 2353.9
1 0605 74 78. 42.3 2377.5 * 1 1425 174 28. 3.7 2357.8 * 1 2245 274 0. .0 2353.9
1 0610 75 78. 41.9 2377.4 * 1 1430 175 27. 3.5 2357.7 * 1 2250 275 0. .0 2353.9
1 0615 76 77. 41.4 2377.3 * 1 1435 176 26. 3.3 2357.6 * 1 2255 276 0. .0 2353.9
1 0620 77 77. 41.0 2377.1 * 1 1440 177 26. 3.2 2357.4 * 1 2300 277 0. .0 2353.9
1 0625 78 77. 40.5 2377.0 * 1 1445 178 25. 3.0 2357.3 * 1 2305 278 0. .0 2353.9
1 0630 79 77. 40.0 2376.8 * 1 1450 179 25. 2.8 2357.2 * 1 2310 279 0. .0 2353.9
1 0635 80 76. 39.6 2376.7 * 1 1455 180 24. 2.7 2357.0 * 1 2315 280 0. .0 2353.9
1 0640 81 76. 39.0 2376.5 * 1 1500 181 23. 2.5 2356.9 * 1 2320 281 0. .0 2353.9
1 0645 82 76. 38.5 2376.3 * 1 1505 182 21. 2.3 2356.7 * 1 2325 282 0. .0 2353.9
1 0650 83 76. 38.0 2376.2 * 1 1510 183 20. 2.2 2356.5 * 1 2330 283 0. .0 2353.9
1 0655 84 75. 37.5 2376.0 * 1 1515 184 19. 2.1 2356.4 * 1 2335 284 0. .0 2353.9
1 0700 85 75. 37.0 2375.8 * 1 1520 185 18. 1.9 2356.2 * 1 2340 285 0. .0 2353.9
1 0705 86 75. 36.5 2375.7 * 1 1525 186 17. 1.8 2356.1 * 1 2345 286 0. .0 2353.9
1 0710 87 74. 36.0 2375.5 * 1 1530 187 16. 1.7 2355.9 * 1 2350 287 0. .0 2353.9
1 0715 88 74. 35.5 2375.3 * 1 1535 188 15. 1.6 2355.8 * 1 2355 288 0. .0 2353.9
1 0720 89 74. 35.0 2375.2 * 1 1540 189 14. 1.5 2355.7 * 2 0000 289 0. .0 2353.9
1 0725 90 73. 34.5 2375.0 * 1 1545 190 13. 1.4 2355.6 * 2 0005 290 0. .0 2353.9
1 0730 91 73. 34.0 2374.8 * 1 1550 191 12. 1.3 2355.5 * 2 0010 291 0. .0 2353.9
1 0735 92 73. 33.5 2374.6 * 1 1555 192 11. 1.2 2355.4 * 2 0015 292 0. .0 2353.9
1 0740 93 72. 33.0 2374.5 * 1 1600 193 11. 1.2 2355.3 * 2 0020 293 0. .0 2353.9
1 0745 94 72. 32.5 2374.3 * 1 1605 194 10. 1.1 2355.2 * 2 0025 294 0. .0 2353.9
1 0750 95 72. 32.0 2374.1 * 1 1610 195 9. 1.0 2355.1 * 2 0030 295 0. .0 2353.9
1 0755 96 71. 31.5 2373.9 * 1 1615 196 9. 1.0 2355.1 * 2 0035 296 0. .0 2353.9
1 0800 97 71. 31.0 2373.8 * 1 1620 197 8. .9 2355.0 * 2 0040 297 0. .0 2353.9
1 0805 98 71. 30.5 2373.6 * 1 1625 198 8. .9 2354.9 * 2 0045 298 0. .0 2353.9
1 0810 99 71. 30.0 2373.4 * 1 1630 199 7. .8 2354.9 * 2 0050 299 0. .0 2353.9
1 0815 100 70. 29.5 2373.2 * 1 1635 200 7. .8 2354.8 * 2 0055 300 0. .0 2353.9
* *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 79. 5.42 73. 32. 31. 31.
(INCHES) .962 1.674 1.674 1.674
(AC-FT) 36. 63. 63. 63.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 72-HR 24.92-HR
+ (AC-FT) (HR)
44. 5.42 35. 11. 11. 11.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 24.92-HR
+ (FEET) (HR)
2378.12 5.42 2374.77 2361.56 2361.28 2361.28
CUMULATIVE AREA = .70 SQ MI
***********************************************************************************************************************************
HYDROGRAPH AT STATION RAINBWDB
PLAN 1, RATIO = .85
***********************************************************************************************************************************
* *
DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE
* *
1 0000 1 0. .0 2353.9 * 1 0820 101 69. 28.4 2372.8 * 1 1640 201 6. .7 2354.7
1 0005 2 0. .0 2353.9 * 1 0825 102 69. 27.9 2372.6 * 1 1645 202 6. .6 2354.6
1 0010 3 0. .0 2353.9 * 1 0830 103 68. 27.5 2372.4 * 1 1650 203 5. .6 2354.6
1 0015 4 0. .0 2353.9 * 1 0835 104 68. 27.0 2372.1 * 1 1655 204 5. .5 2354.5
1 0020 5 0. .0 2353.9 * 1 0840 105 68. 26.5 2371.9 * 1 1700 205 5. .5 2354.5
1 0025 6 0. .0 2353.9 * 1 0845 106 67. 26.1 2371.7 * 1 1705 206 4. .5 2354.5
1 0030 7 0. .0 2354.0 * 1 0850 107 67. 25.6 2371.5 * 1 1710 207 4. .4 2354.4
1 0035 8 1. .1 2354.0 * 1 0855 108 66. 25.1 2371.2 * 1 1715 208 4. .4 2354.4
1 0040 9 2. .2 2354.1 * 1 0900 109 66. 24.7 2371.0 * 1 1720 209 4. .4 2354.4
1 0045 10 3. .3 2354.3 * 1 0905 110 65. 24.2 2370.8 * 1 1725 210 3. .4 2354.3
1 0050 11 4. .4 2354.4 * 1 0910 111 65. 23.8 2370.5 * 1 1730 211 3. .3 2354.3
1 0055 12 5. .5 2354.6 * 1 0915 112 64. 23.3 2370.3 * 1 1735 212 3. .3 2354.3
1 0100 13 6. .6 2354.7 * 1 0920 113 64. 22.9 2370.0 * 1 1740 213 3. .3 2354.3
1 0105 14 6. .7 2354.7 * 1 0925 114 63. 22.5 2369.8 * 1 1745 214 3. .3 2354.2
1 0110 15 7. .8 2354.8 * 1 0930 115 63. 22.0 2369.6 * 1 1750 215 2. .3 2354.2
1 0115 16 7. .8 2354.9 * 1 0935 116 62. 21.6 2369.3 * 1 1755 216 2. .3 2354.2
1 0120 17 8. .9 2354.9 * 1 0940 117 62. 21.2 2369.1 * 1 1800 217 2. .2 2354.2
1 0125 18 8. .9 2355.0 * 1 0945 118 61. 20.8 2368.8 * 1 1805 218 2. .2 2354.2
1 0130 19 9. 1.0 2355.1 * 1 0950 119 61. 20.3 2368.6 * 1 1810 219 2. .2 2354.2
1 0135 20 10. 1.1 2355.2 * 1 0955 120 60. 19.9 2368.4 * 1 1815 220 2. .2 2354.1
1 0140 21 11. 1.2 2355.3 * 1 1000 121 60. 19.5 2368.1 * 1 1820 221 2. .2 2354.1
1 0145 22 13. 1.4 2355.5 * 1 1005 122 59. 19.1 2367.9 * 1 1825 222 2. .2 2354.1
1 0150 23 14. 1.6 2355.8 * 1 1010 123 58. 18.7 2367.6 * 1 1830 223 1. .2 2354.1
1 0155 24 16. 1.8 2356.0 * 1 1015 124 58. 18.3 2367.4 * 1 1835 224 1. .2 2354.1
1 0200 25 18. 2.0 2356.2 * 1 1020 125 57. 17.9 2367.2 * 1 1840 225 1. .1 2354.1
1 0205 26 19. 2.1 2356.4 * 1 1025 126 57. 17.5 2366.9 * 1 1845 226 1. .1 2354.1
1 0210 27 21. 2.3 2356.6 * 1 1030 127 56. 17.1 2366.7 * 1 1850 227 1. .1 2354.1
1 0215 28 22. 2.4 2356.8 * 1 1035 128 56. 16.7 2366.5 * 1 1855 228 1. .1 2354.0
1 0220 29 24. 2.6 2357.0 * 1 1040 129 55. 16.4 2366.2 * 1 1900 229 1. .1 2354.0
1 0225 30 24. 2.7 2357.1 * 1 1045 130 55. 16.0 2366.0 * 1 1905 230 1. .1 2354.0
1 0230 31 25. 2.9 2357.2 * 1 1050 131 54. 15.6 2365.8 * 1 1910 231 1. .1 2354.0
1 0235 32 25. 3.0 2357.3 * 1 1055 132 53. 15.2 2365.6 * 1 1915 232 1. .1 2354.0
1 0240 33 26. 3.2 2357.4 * 1 1100 133 53. 14.9 2365.3 * 1 1920 233 1. .1 2354.0
1 0245 34 26. 3.3 2357.5 * 1 1105 134 52. 14.5 2365.1 * 1 1925 234 1. .1 2354.0
1 0250 35 27. 3.5 2357.7 * 1 1110 135 52. 14.1 2364.9 * 1 1930 235 1. .1 2354.0
1 0255 36 27. 3.7 2357.8 * 1 1115 136 51. 13.8 2364.7 * 1 1935 236 1. .1 2354.0
1 0300 37 28. 3.9 2357.9 * 1 1120 137 51. 13.4 2364.4 * 1 1940 237 1. .1 2354.0
1 0305 38 29. 4.1 2358.1 * 1 1125 138 50. 13.1 2364.2 * 1 1945 238 1. .1 2354.0
1 0310 39 30. 4.5 2358.4 * 1 1130 139 49. 12.7 2364.0 * 1 1950 239 1. .1 2354.0
1 0315 40 32. 5.1 2358.8 * 1 1135 140 49. 12.4 2363.8 * 1 1955 240 1. .1 2354.0
1 0320 41 35. 5.9 2359.4 * 1 1140 141 48. 12.1 2363.6 * 1 2000 241 0. .1 2354.0
1 0325 42 38. 7.1 2360.2 * 1 1145 142 48. 11.7 2363.4 * 1 2005 242 0. .0 2354.0
1 0330 43 42. 8.9 2361.5 * 1 1150 143 47. 11.4 2363.2 * 1 2010 243 0. .0 2354.0
1 0335 44 47. 11.4 2363.2 * 1 1155 144 46. 11.1 2363.0 * 1 2015 244 0. .0 2354.0
1 0340 45 53. 15.0 2365.4 * 1 1200 145 46. 10.8 2362.7 * 1 2020 245 0. .0 2353.9
1 0345 46 59. 19.1 2367.9 * 1 1205 146 45. 10.5 2362.5 * 1 2025 246 0. .0 2353.9
1 0350 47 64. 23.2 2370.2 * 1 1210 147 45. 10.2 2362.3 * 1 2030 247 0. .0 2353.9
1 0355 48 68. 26.8 2372.1 * 1 1215 148 44. 9.9 2362.1 * 1 2035 248 0. .0 2353.9
1 0400 49 70. 29.9 2373.4 * 1 1220 149 43. 9.6 2361.9 * 1 2040 249 0. .0 2353.9
1 0405 50 72. 32.3 2374.2 * 1 1225 150 43. 9.3 2361.7 * 1 2045 250 0. .0 2353.9
1 0410 51 73. 34.2 2374.9 * 1 1230 151 42. 9.0 2361.5 * 1 2050 251 0. .0 2353.9
1 0415 52 74. 35.5 2375.3 * 1 1235 152 42. 8.7 2361.3 * 1 2055 252 0. .0 2353.9
1 0420 53 75. 36.4 2375.6 * 1 1240 153 41. 8.4 2361.1 * 1 2100 253 0. .0 2353.9
1 0425 54 75. 37.1 2375.9 * 1 1245 154 40. 8.1 2361.0 * 1 2105 254 0. .0 2353.9
1 0430 55 75. 37.6 2376.0 * 1 1250 155 40. 7.8 2360.8 * 1 2110 255 0. .0 2353.9
1 0435 56 76. 38.0 2376.2 * 1 1255 156 39. 7.6 2360.6 * 1 2115 256 0. .0 2353.9
1 0440 57 76. 38.5 2376.3 * 1 1300 157 38. 7.3 2360.4 * 1 2120 257 0. .0 2353.9
1 0445 58 76. 39.1 2376.5 * 1 1305 158 38. 7.0 2360.2 * 1 2125 258 0. .0 2353.9
1 0450 59 77. 39.8 2376.7 * 1 1310 159 37. 6.8 2360.0 * 1 2130 259 0. .0 2353.9
1 0455 60 77. 40.5 2377.0 * 1 1315 160 36. 6.5 2359.9 * 1 2135 260 0. .0 2353.9
1 0500 61 77. 41.4 2377.2 * 1 1320 161 36. 6.3 2359.7 * 1 2140 261 0. .0 2353.9
1 0505 62 78. 42.1 2377.5 * 1 1325 162 35. 6.0 2359.5 * 1 2145 262 0. .0 2353.9
1 0510 63 78. 42.8 2377.7 * 1 1330 163 34. 5.8 2359.3 * 1 2150 263 0. .0 2353.9
1 0515 64 78. 43.2 2377.8 * 1 1335 164 34. 5.6 2359.2 * 1 2155 264 0. .0 2353.9
1 0520 65 79. 43.5 2377.9 * 1 1340 165 33. 5.3 2359.0 * 1 2200 265 0. .0 2353.9
1 0525 66 79. 43.6 2377.9 * 1 1345 166 32. 5.1 2358.9 * 1 2205 266 0. .0 2353.9
1 0530 67 79. 43.6 2377.9 * 1 1350 167 32. 4.9 2358.7 * 1 2210 267 0. .0 2353.9
1 0535 68 79. 43.4 2377.9 * 1 1355 168 31. 4.7 2358.5 * 1 2215 268 0. .0 2353.9
1 0540 69 78. 43.2 2377.8 * 1 1400 169 30. 4.5 2358.4 * 1 2220 269 0. .0 2353.9
1 0545 70 78. 43.0 2377.7 * 1 1405 170 30. 4.3 2358.2 * 1 2225 270 0. .0 2353.9
1 0550 71 78. 42.7 2377.6 * 1 1410 171 29. 4.1 2358.1 * 1 2230 271 0. .0 2353.9
1 0555 72 78. 42.3 2377.5 * 1 1415 172 28. 3.9 2357.9 * 1 2235 272 0. .0 2353.9
1 0600 73 78. 42.0 2377.4 * 1 1420 173 27. 3.7 2357.8 * 1 2240 273 0. .0 2353.9
1 0605 74 78. 41.6 2377.3 * 1 1425 174 27. 3.5 2357.6 * 1 2245 274 0. .0 2353.9
1 0610 75 77. 41.2 2377.2 * 1 1430 175 26. 3.3 2357.5 * 1 2250 275 0. .0 2353.9
1 0615 76 77. 40.8 2377.1 * 1 1435 176 26. 3.1 2357.4 * 1 2255 276 0. .0 2353.9
1 0620 77 77. 40.3 2376.9 * 1 1440 177 25. 2.9 2357.3 * 1 2300 277 0. .0 2353.9
1 0625 78 77. 39.9 2376.8 * 1 1445 178 24. 2.8 2357.1 * 1 2305 278 0. .0 2353.9
1 0630 79 76. 39.4 2376.6 * 1 1450 179 24. 2.6 2357.0 * 1 2310 279 0. .0 2353.9
1 0635 80 76. 38.9 2376.4 * 1 1455 180 22. 2.5 2356.8 * 1 2315 280 0. .0 2353.9
1 0640 81 76. 38.4 2376.3 * 1 1500 181 21. 2.3 2356.6 * 1 2320 281 0. .0 2353.9
1 0645 82 75. 37.9 2376.1 * 1 1505 182 20. 2.2 2356.5 * 1 2325 282 0. .0 2353.9
1 0650 83 75. 37.4 2375.9 * 1 1510 183 19. 2.0 2356.3 * 1 2330 283 0. .0 2353.9
1 0655 84 75. 36.9 2375.8 * 1 1515 184 17. 1.9 2356.2 * 1 2335 284 0. .0 2353.9
1 0700 85 75. 36.3 2375.6 * 1 1520 185 16. 1.8 2356.0 * 1 2340 285 0. .0 2353.9
1 0705 86 74. 35.8 2375.5 * 1 1525 186 15. 1.7 2355.9 * 1 2345 286 0. .0 2353.9
1 0710 87 74. 35.3 2375.3 * 1 1530 187 14. 1.6 2355.8 * 1 2350 287 0. .0 2353.9
1 0715 88 74. 34.8 2375.1 * 1 1535 188 14. 1.5 2355.7 * 1 2355 288 0. .0 2353.9
1 0720 89 73. 34.3 2375.0 * 1 1540 189 13. 1.4 2355.6 * 2 0000 289 0. .0 2353.9
1 0725 90 73. 33.8 2374.8 * 1 1545 190 12. 1.3 2355.5 * 2 0005 290 0. .0 2353.9
1 0730 91 73. 33.3 2374.6 * 1 1550 191 11. 1.2 2355.4 * 2 0010 291 0. .0 2353.9
1 0735 92 72. 32.8 2374.4 * 1 1555 192 11. 1.2 2355.3 * 2 0015 292 0. .0 2353.9
1 0740 93 72. 32.3 2374.2 * 1 1600 193 10. 1.1 2355.2 * 2 0020 293 0. .0 2353.9
1 0745 94 72. 31.8 2374.1 * 1 1605 194 9. 1.0 2355.1 * 2 0025 294 0. .0 2353.9
1 0750 95 71. 31.3 2373.9 * 1 1610 195 9. 1.0 2355.0 * 2 0030 295 0. .0 2353.9
1 0755 96 71. 30.8 2373.7 * 1 1615 196 8. .9 2355.0 * 2 0035 296 0. .0 2353.9
1 0800 97 71. 30.3 2373.5 * 1 1620 197 8. .8 2354.9 * 2 0040 297 0. .0 2353.9
1 0805 98 70. 29.9 2373.4 * 1 1625 198 7. .8 2354.8 * 2 0045 298 0. .0 2353.9
1 0810 99 70. 29.4 2373.2 * 1 1630 199 7. .7 2354.8 * 2 0050 299 0. .0 2353.9
1 0815 100 70. 28.9 2373.0 * 1 1635 200 6. .7 2354.7 * 2 0055 300 0. .0 2353.9
* *
***********************************************************************************************************************************
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 24.92-HR
+ (CFS) (HR)
(CFS)
+ 79. 5.42 72. 31. 30. 30.
(INCHES) .957 1.652 1.652 1.652
(AC-FT) 36. 62. 62. 62.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 72-HR 24.92-HR
+ (AC-FT) (HR)
44. 5.42 34. 11. 11. 11.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 24.92-HR
+ (FEET) (HR)
2377.91 5.42 2374.54 2361.43 2361.15 2361.15
CUMULATIVE AREA = .70 SQ MI
1
PEAK FLOW AND STAGE (END-OF-PERIOD) SUMMARY FOR MULTIPLE PLAN-RATIO ECONOMIC COMPUTATIONS
FLOWS IN CUBIC FEET PER SECOND, AREA IN SQUARE MILES
TIME TO PEAK IN HOURS
RATIOS APPLIED TO PRECIPITATION
OPERATION STATION AREA PLAN RATIO 1 RATIO 2 RATIO 3 RATIO 4 RATIO 5
.88 .88 .87 .86 .85
HYDROGRAPH AT
+ 1-GOLF .36 1 FLOW 245. 243. 239. 236. 232.
TIME 3.75 3.75 3.75 3.75 3.75
ROUTED TO
+ R1-GOLF .36 1 FLOW 240. 238. 237. 234. 229.
TIME 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ 2a-OAK-C .31 1 FLOW 219. 217. 214. 211. 208.
TIME 3.75 3.75 3.75 3.75 3.75
2 COMBINED AT
+ C2a-OAK .68 1 FLOW 454. 451. 447. 439. 431.
TIME 3.75 3.75 3.75 3.75 3.75
ROUTED TO
+ RC2a-OAK .68 1 FLOW 454. 451. 447. 438. 430.
TIME 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ 3-ELP-C .21 1 FLOW 181. 180. 177. 175. 173.
TIME 3.67 3.67 3.67 3.67 3.67
2 COMBINED AT
+ C3-ELP-C .88 1 FLOW 595. 591. 584. 574. 565.
TIME 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RC3-ELPC .88 1 FLOW 593. 588. 582. 572. 562.
TIME 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ 3a-OAK-C .43 1 FLOW 287. 284. 279. 274. 271.
TIME 3.67 3.67 3.67 3.67 3.67
2 COMBINED AT
+ C3a-OAKC 1.32 1 FLOW 849. 842. 827. 814. 802.
TIME 3.75 3.75 3.75 3.75 3.75
ROUTED TO
+ RC3aOAKC 1.32 1 FLOW 844. 838. 826. 812. 800.
TIME 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ 3-HOLM-C .33 1 FLOW 256. 254. 250. 247. 244.
TIME 3.75 3.75 3.75 3.75 3.75
ROUTED TO
+ R3-HOLMC .33 1 FLOW 252. 250. 246. 243. 240.
TIME 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ 5-OAK-C .23 1 FLOW 184. 182. 179. 176. 174.
TIME 3.67 3.67 3.67 3.67 3.67
2 COMBINED AT
+ C5-OAK-C .56 1 FLOW 420. 416. 410. 404. 400.
TIME 3.75 3.75 3.75 3.75 3.75
2 COMBINED AT
+ OAKEYIN 1.88 1 FLOW 1253. 1241. 1220. 1201. 1185.
TIME 3.75 3.75 3.75 3.75 3.75
ROUTED TO
+ OAKEYDB 1.88 1 FLOW 31. 31. 30. 30. 30.
TIME 6.42 6.42 6.42 6.42 6.42
** PEAK STAGES IN FEET **
1 STAGE 43.56 43.48 43.33 43.20 43.09
TIME 6.42 6.42 6.42 6.42 6.42
ROUTED TO
+ OAKEYOT 1.88 1 FLOW 31. 31. 30. 30. 30.
TIME 6.58 6.58 6.58 6.58 6.58
DIVERSION TO
+ DOKY 1.88 1 FLOW 31. 31. 30. 30. 30.
TIME 6.58 6.58 6.58 6.58 6.58
HYDROGRAPH AT
+ DOAKEY 1.88 1 FLOW 0. 0. 0. 0. 0.
TIME .00 .00 .00 .00 .00
HYDROGRAPH AT
+ SA01-C .26 1 FLOW 236. 234. 231. 229. 227.
TIME 3.75 3.75 3.75 3.75 3.75
ROUTED TO
+ RSA01-C .26 1 FLOW 238. 236. 233. 231. 228.
TIME 3.92 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ SA05 .18 1 FLOW 154. 153. 151. 149. 148.
TIME 3.75 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CSA05 .44 1 FLOW 368. 365. 360. 356. 352.
TIME 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RCSA05 .44 1 FLOW 362. 360. 355. 351. 348.
TIME 3.92 3.83 3.92 3.92 3.92
HYDROGRAPH AT
+ SA06 .08 1 FLOW 87. 87. 86. 85. 84.
TIME 3.58 3.58 3.58 3.58 3.58
2 COMBINED AT
+ CSA06 .52 1 FLOW 412. 409. 403. 398. 394.
TIME 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ OK06-C .17 1 FLOW 143. 142. 140. 138. 137.
TIME 3.67 3.67 3.67 3.67 3.67
ROUTED TO
+ ROK06-C .17 1 FLOW 146. 145. 142. 141. 139.
TIME 3.92 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ OK07 .24 1 FLOW 160. 158. 155. 153. 151.
TIME 3.75 3.75 3.75 3.75 3.75
3 COMBINED AT
+ COK07 .93 1 FLOW 704. 699. 688. 679. 671.
TIME 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RCOK07 .93 1 FLOW 698. 694. 682. 673. 666.
TIME 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ OK03-C .36 1 FLOW 290. 287. 283. 279. 276.
TIME 3.75 3.75 3.75 3.75 3.75
ROUTED TO
+ ROK03-C .36 1 FLOW 290. 288. 284. 280. 277.
TIME 3.92 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ OK04-C .20 1 FLOW 116. 115. 113. 111. 110.
TIME 3.75 3.75 3.75 3.75 3.75
3 COMBINED AT
+ COK04-C 1.49 1 FLOW 1102. 1094. 1076. 1062. 1050.
TIME 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RCOK04-C 1.49 1 FLOW 1090. 1083. 1064. 1050. 1038.
TIME 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ OK08 .08 1 FLOW 85. 84. 83. 82. 81.
TIME 3.58 3.58 3.58 3.58 3.58
2 COMBINED AT
+ COK08 1.58 1 FLOW 1137. 1129. 1109. 1096. 1083.
TIME 3.83 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CCOK08 3.46 1 FLOW 1137. 1129. 1109. 1096. 1083.
TIME 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RCCOK08 3.46 1 FLOW 1126. 1118. 1100. 1086. 1074.
TIME 3.92 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ CH04-C .17 1 FLOW 170. 169. 167. 165. 163.
TIME 3.67 3.67 3.67 3.67 3.67
ROUTED TO
+ RCH04-C .17 1 FLOW 168. 167. 165. 163. 161.
TIME 3.67 3.67 3.67 3.67 3.67
HYDROGRAPH AT
+ CH05-C .16 1 FLOW 147. 146. 144. 142. 141.
TIME 3.75 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CCH05-C .34 1 FLOW 312. 310. 306. 302. 300.
TIME 3.67 3.67 3.67 3.67 3.67
ROUTED TO
+ RCCH05-C .34 1 FLOW 310. 307. 302. 300. 297.
TIME 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ CH09-C .38 1 FLOW 303. 301. 296. 292. 289.
TIME 3.75 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CCH09-C .72 1 FLOW 612. 608. 598. 592. 587.
TIME 3.75 3.75 3.75 3.75 3.75
ROUTED TO
+ RCCH09-C .72 1 FLOW 604. 599. 590. 584. 578.
TIME 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ CH10 .28 1 FLOW 280. 278. 274. 271. 268.
TIME 3.58 3.58 3.58 3.58 3.58
2 COMBINED AT
+ CCH10 1.00 1 FLOW 842. 837. 824. 815. 807.
TIME 3.75 3.75 3.75 3.75 3.75
ROUTED TO
+ RCCH10 1.00 1 FLOW 841. 836. 823. 814. 806.
TIME 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ OK12 .05 1 FLOW 62. 62. 61. 61. 60.
TIME 3.58 3.58 3.58 3.58 3.58
3 COMBINED AT
+ COK12 4.50 1 FLOW 1929. 1917. 1886. 1862. 1843.
TIME 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RCOK12 4.50 1 FLOW 1924. 1910. 1881. 1856. 1837.
TIME 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ CH14B .22 1 FLOW 165. 164. 161. 159. 158.
TIME 3.75 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CCH14B 4.72 1 FLOW 2084. 2068. 2037. 2011. 1990.
TIME 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RCCH14B 4.72 1 FLOW 2074. 2059. 2027. 2001. 1980.
TIME 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ OK13 .10 1 FLOW 79. 79. 78. 77. 76.
TIME 3.75 3.75 3.75 3.75 3.75
2 COMBINED AT
+ COK13 4.82 1 FLOW 2152. 2137. 2103. 2076. 2055.
TIME 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RCOK13 4.82 1 FLOW 2137. 2120. 2087. 2060. 2037.
TIME 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ R1 .09 1 FLOW 81. 80. 79. 78. 77.
TIME 3.58 3.58 3.58 3.58 3.58
ROUTED TO
+ PR1 .09 1 FLOW 53. 53. 52. 51. 51.
TIME 3.83 3.83 3.83 3.83 3.83
** PEAK STAGES IN FEET **
1 STAGE 12.22 12.21 12.17 12.15 12.12
TIME 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RPR1 .09 1 FLOW 53. 53. 52. 51. 51.
TIME 4.00 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ R3 .28 1 FLOW 231. 229. 226. 223. 220.
TIME 3.67 3.67 3.67 3.67 3.67
HYDROGRAPH AT
+ R2 .05 1 FLOW 41. 41. 40. 39. 39.
TIME 3.67 3.67 3.67 3.67 3.67
3 COMBINED AT
+ CR2 .41 1 FLOW 300. 297. 293. 289. 286.
TIME 3.75 3.75 3.75 3.75 3.75
DIVERSION TO
+ DAL00A .41 1 FLOW 150. 147. 143. 139. 136.
TIME 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ DCR2 .41 1 FLOW 150. 150. 150. 150. 150.
TIME 3.50 3.50 3.50 3.50 3.50
ROUTED TO
+ RDCR2 .41 1 FLOW 151. 151. 151. 151. 151.
TIME 3.58 3.58 3.58 3.58 3.58
HYDROGRAPH AT
+ AL01A .12 1 FLOW 108. 107. 105. 104. 103.
TIME 3.67 3.67 3.67 3.67 3.67
2 COMBINED AT
+ CAL01A .53 1 FLOW 257. 257. 255. 254. 253.
TIME 3.67 3.67 3.67 3.67 3.67
ROUTED TO
+ RCAL01A .53 1 FLOW 256. 255. 254. 253. 252.
TIME 3.67 3.67 3.67 3.67 3.67
HYDROGRAPH AT
+ US .03 1 FLOW 31. 31. 30. 30. 29.
TIME 3.58 3.58 3.58 3.58 3.58
2 COMBINED AT
+ CUS .56 1 FLOW 283. 282. 280. 279. 277.
TIME 3.67 3.67 3.67 3.67 3.67
HYDROGRAPH AT
+ AL04-C .18 1 FLOW 135. 134. 132. 130. 129.
TIME 3.75 3.75 3.75 3.75 3.75
ROUTED TO
+ RAL04-C .18 1 FLOW 134. 133. 131. 129. 127.
TIME 3.75 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CCUS .74 1 FLOW 407. 405. 401. 398. 395.
TIME 3.67 3.67 3.67 3.67 3.67
ROUTED TO
+ RCCUS .74 1 FLOW 405. 403. 399. 396. 393.
TIME 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ AL05-C .23 1 FLOW 171. 169. 167. 165. 163.
TIME 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ GS .04 1 FLOW 36. 36. 36. 35. 35.
TIME 3.58 3.58 3.58 3.58 3.58
DIVERSION TO
+ DGSR .04 1 FLOW 8. 7. 7. 6. 6.
TIME 3.58 3.58 3.58 3.58 3.58
HYDROGRAPH AT
+ DGS .04 1 FLOW 29. 29. 29. 29. 29.
TIME 3.58 3.58 3.58 3.58 3.58
3 COMBINED AT
+ CAL05-C 1.01 1 FLOW 603. 599. 592. 587. 582.
TIME 3.75 3.75 3.75 3.75 3.75
ROUTED TO
+ RCAL05-C 1.01 1 FLOW 597. 594. 587. 581. 576.
TIME 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ BR3 .07 1 FLOW 81. 80. 79. 78. 77.
TIME 3.58 3.58 3.58 3.58 3.58
2 COMBINED AT
+ CBR3 1.08 1 FLOW 646. 642. 635. 629. 623.
TIME 3.75 3.75 3.75 3.75 3.75
ROUTED TO
+ RCBR3 1.08 1 FLOW 643. 639. 632. 626. 620.
TIME 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ AL09-C .16 1 FLOW 143. 142. 140. 138. 136.
TIME 3.67 3.67 3.67 3.67 3.67
ROUTED TO
+ RAL09-C .16 1 FLOW 143. 142. 139. 138. 136.
TIME 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ DGSR .00 1 FLOW 8. 7. 7. 6. 6.
TIME 3.58 3.58 3.58 3.58 3.58
ROUTED TO
+ RDGSR .00 1 FLOW 8. 6. 4. 6. 8.
TIME 4.00 4.00 4.08 4.00 4.00
HYDROGRAPH AT
+ AL11-C .13 1 FLOW 119. 118. 116. 115. 114.
TIME 3.75 3.75 3.75 3.75 3.75
4 COMBINED AT
+ CAL11-C 1.38 1 FLOW 905. 899. 888. 878. 870.
TIME 3.75 3.75 3.75 3.75 3.75
ROUTED TO
+ RCAL11-C 1.38 1 FLOW 894. 888. 876. 868. 860.
TIME 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ AL10-C .05 1 FLOW 44. 44. 43. 43. 42.
TIME 3.67 3.67 3.67 3.67 3.67
2 COMBINED AT
+ CAL10-C 1.42 1 FLOW 934. 928. 915. 906. 898.
TIME 3.75 3.75 3.75 3.75 3.75
ROUTED TO
+ RCAL10-C 1.42 1 FLOW 926. 921. 908. 899. 890.
TIME 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ AL13-3 .06 1 FLOW 61. 60. 59. 58. 58.
TIME 3.58 3.58 3.58 3.58 3.58
2 COMBINED AT
+ CAL13-3 1.48 1 FLOW 967. 961. 947. 938. 929.
TIME 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ AL14 .46 1 FLOW 316. 314. 309. 306. 303.
TIME 3.92 3.92 3.92 3.92 3.92
ROUTED TO
+ RAL14 .46 1 FLOW 313. 311. 307. 304. 301.
TIME 4.00 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ AL16 .15 1 FLOW 124. 123. 121. 120. 119.
TIME 3.75 3.75 3.75 3.75 3.75
3 COMBINED AT
+ 1CAL16 2.09 1 FLOW 1356. 1346. 1329. 1314. 1301.
TIME 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ AL09 .10 1 FLOW 81. 80. 79. 78. 77.
TIME 3.67 3.67 3.67 3.67 3.67
ROUTED TO
+ RAL09 .10 1 FLOW 79. 78. 77. 76. 76.
TIME 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ CH14A .15 1 FLOW 108. 108. 106. 104. 103.
TIME 3.75 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CCH14A .25 1 FLOW 188. 186. 183. 180. 179.
TIME 3.75 3.75 3.75 3.75 3.75
ROUTED TO
+ RCCH14A .25 1 FLOW 184. 182. 179. 177. 176.
TIME 3.75 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CAL16 2.33 1 FLOW 1537. 1526. 1506. 1489. 1474.
TIME 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RCAL16 2.33 1 FLOW 1536. 1525. 1505. 1488. 1473.
TIME 3.83 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CCAL16 7.15 1 FLOW 3673. 3645. 3592. 3548. 3511.
TIME 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RCCAL16 7.15 1 FLOW 3665. 3638. 3583. 3539. 3503.
TIME 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ AL90-C .17 1 FLOW 141. 140. 138. 137. 135.
TIME 3.75 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CAL90-C 7.32 1 FLOW 3797. 3769. 3712. 3666. 3629.
TIME 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RCAL90-C 7.32 1 FLOW 3781. 3754. 3695. 3649. 3611.
TIME 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ MEDB .23 1 FLOW 191. 189. 186. 183. 180.
TIME 3.58 3.58 3.58 3.58 3.58
2 COMBINED AT
+ MEADOWIN 7.55 1 FLOW 3896. 3868. 3808. 3759. 3720.
TIME 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ MEADOWDB 7.55 1 FLOW 1343. 1335. 1319. 1307. 1296.
TIME 5.25 5.25 5.25 5.25 5.25
** PEAK STAGES IN FEET **
1 STAGE 2111.00 2110.91 2110.74 2110.61 2110.49
TIME 5.25 5.25 5.25 5.25 5.25
ROUTED TO
+ MEADOWOT 7.55 1 FLOW 1343. 1335. 1319. 1307. 1296.
TIME 5.25 5.25 5.25 5.25 5.25
HYDROGRAPH AT
+ DAL00A .00 1 FLOW 150. 147. 143. 139. 136.
TIME 3.75 3.75 3.75 3.75 3.75
ROUTED TO
+ RDAL00A .00 1 FLOW 149. 146. 142. 138. 135.
TIME 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ AL00A .47 1 FLOW 361. 359. 353. 349. 345.
TIME 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ AL00A-C .23 1 FLOW 204. 202. 199. 197. 195.
TIME 3.67 3.67 3.67 3.67 3.67
3 COMBINED AT
+ RAINBWIN .70 1 FLOW 712. 706. 692. 682. 673.
TIME 3.75 3.75 3.75 3.75 3.75
ROUTED TO
+ RAINBWDB .70 1 FLOW 80. 80. 79. 79. 79.
TIME 5.42 5.42 5.42 5.42 5.42
** PEAK STAGES IN FEET **
1 STAGE 2378.80 2378.65 2378.35 2378.12 2377.91
TIME 5.42 5.42 5.42 5.42 5.42
ROUTED TO
+ RAINBWOT .70 1 FLOW 80. 80. 79. 79. 79.
TIME 5.42 5.42 5.42 5.42 5.42
HYDROGRAPH AT
+ LC01-C .09 1 FLOW 76. 75. 74. 73. 72.
TIME 3.67 3.67 3.67 3.67 3.67
2 COMBINED AT
+ CLC01-C .79 1 FLOW 135. 134. 132. 131. 130.
TIME 3.75 3.75 3.75 3.75 3.75
ROUTED TO
+ RCLC01-C .79 1 FLOW 135. 135. 133. 131. 130.
TIME 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ WA02-C .27 1 FLOW 217. 216. 212. 210. 208.
TIME 3.75 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CWA02-C 1.06 1 FLOW 347. 345. 340. 336. 332.
TIME 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ AL01B-C .37 1 FLOW 259. 257. 253. 250. 247.
TIME 3.83 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CCWA02-C 1.43 1 FLOW 603. 599. 590. 582. 576.
TIME 3.75 3.75 3.75 3.75 3.75
ROUTED TO
+ RCCWA02C 1.43 1 FLOW 602. 596. 588. 582. 574.
TIME 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ LC11-C .38 1 FLOW 296. 294. 290. 286. 283.
TIME 3.75 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CLC11-C 1.81 1 FLOW 891. 883. 870. 860. 849.
TIME 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RCLC11-C 1.81 1 FLOW 888. 880. 867. 857. 847.
TIME 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ LC14-C .32 1 FLOW 223. 221. 218. 215. 213.
TIME 3.83 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CLC14-C 2.14 1 FLOW 1111. 1101. 1085. 1073. 1060.
TIME 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ OG011AC2 .12 1 FLOW 116. 115. 114. 112. 111.
TIME 3.58 3.58 3.58 3.58 3.58
DIVERSION TO
+ OG011D .12 1 FLOW 71. 70. 69. 67. 66.
TIME 3.58 3.58 3.58 3.58 3.58
HYDROGRAPH AT
+ OG011AD .12 1 FLOW 45. 45. 45. 45. 45.
TIME 3.33 3.33 3.33 3.33 3.33
ROUTED TO
+ ROG011AD .12 1 FLOW 46. 46. 46. 46. 46.
TIME 3.58 3.58 3.58 3.58 3.58
HYDROGRAPH AT
+ WA01-C .19 1 FLOW 159. 158. 155. 153. 151.
TIME 3.67 3.67 3.67 3.67 3.67
2 COMBINED AT
+ CWA01-C .31 1 FLOW 204. 202. 200. 198. 196.
TIME 3.67 3.67 3.67 3.67 3.67
ROUTED TO
+ RWA01 .31 1 FLOW 206. 204. 202. 200. 198.
TIME 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ WA04-C .20 1 FLOW 113. 112. 110. 108. 107.
TIME 3.92 3.92 3.92 3.92 3.92
2 COMBINED AT
+ CWA04-C .51 1 FLOW 317. 314. 310. 306. 303.
TIME 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RCWA04 .51 1 FLOW 318. 316. 311. 307. 304.
TIME 4.00 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ WA09-C .16 1 FLOW 106. 105. 103. 102. 101.
TIME 3.75 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CWA09-C .67 1 FLOW 404. 401. 395. 390. 386.
TIME 4.00 4.00 4.00 4.00 4.00
ROUTED TO
+ RCWA09 .67 1 FLOW 396. 392. 387. 381. 377.
TIME 4.00 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ WA10-C .32 1 FLOW 205. 204. 200. 197. 195.
TIME 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ WA11-C .03 1 FLOW 29. 28. 28. 28. 27.
TIME 3.58 3.58 3.58 3.58 3.58
2 COMBINED AT
+ CWA11-C .35 1 FLOW 219. 217. 213. 210. 208.
TIME 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ CWA11-C .35 1 FLOW 218. 216. 212. 210. 206.
TIME 3.83 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CLANG 1.02 1 FLOW 595. 590. 581. 572. 566.
TIME 4.00 4.00 4.00 4.00 4.00
DIVERSION TO
+ WA10NW 1.02 1 FLOW 267. 262. 254. 247. 241.
TIME 4.00 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ WA10D 1.02 1 FLOW 328. 327. 326. 325. 325.
TIME 4.00 4.00 4.00 4.00 4.00
ROUTED TO
+ RWA10D 1.02 1 FLOW 327. 326. 325. 324. 324.
TIME 4.00 4.00 4.00 4.00 4.00
2 COMBINED AT
+ CCLC14-C 3.16 1 FLOW 1425. 1414. 1397. 1383. 1369.
TIME 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RCCLC14 3.16 1 FLOW 1415. 1399. 1382. 1371. 1353.
TIME 3.83 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CRMEDET 10.71 1 FLOW 2425. 2406. 2379. 2357. 2335.
TIME 4.00 4.00 4.00 4.00 4.00
ROUTED TO
+ RCRMEDET 10.71 1 FLOW 2419. 2401. 2373. 2352. 2328.
TIME 4.00 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ LC16-C .31 1 FLOW 214. 212. 209. 206. 203.
TIME 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ WA10NW .00 1 FLOW 267. 262. 254. 247. 241.
TIME 4.00 4.00 4.00 4.00 4.00
ROUTED TO
+ RWA10NW .00 1 FLOW 262. 258. 250. 242. 237.
TIME 4.17 4.17 4.17 4.17 4.17
HYDROGRAPH AT
+ WA13-C .37 1 FLOW 307. 304. 299. 296. 292.
TIME 3.67 3.67 3.67 3.67 3.67
2 COMBINED AT
+ CWA13-C .37 1 FLOW 385. 379. 367. 357. 349.
TIME 4.08 4.08 4.08 4.08 4.08
DIVERSION TO
+ WA13NW .37 1 FLOW 152. 149. 145. 141. 137.
TIME 4.08 4.08 4.08 4.08 4.08
HYDROGRAPH AT
+ WA13D .37 1 FLOW 233. 230. 222. 217. 211.
TIME 4.08 4.08 4.08 4.08 4.08
ROUTED TO
+ RWA13D .37 1 FLOW 230. 226. 219. 213. 209.
TIME 4.17 4.17 4.17 4.17 4.17
2 COMBINED AT
+ CLC16-C .68 1 FLOW 395. 391. 384. 380. 376.
TIME 3.75 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CCLC16-C 11.39 1 FLOW 2777. 2756. 2713. 2678. 2646.
TIME 4.00 4.00 4.00 4.00 4.00
ROUTED TO
+ RCCLC16 11.39 1 FLOW 2763. 2743. 2703. 2674. 2644.
TIME 4.08 4.08 4.08 4.08 4.08
HYDROGRAPH AT
+ LC20-C .17 1 FLOW 116. 115. 114. 112. 111.
TIME 3.92 3.92 3.92 3.92 3.92
2 COMBINED AT
+ CLC20-C 11.56 1 FLOW 2874. 2850. 2809. 2774. 2743.
TIME 4.00 4.00 4.00 4.08 4.08
1
SUMMARY OF KINEMATIC WAVE - MUSKINGUM-CUNGE ROUTING
(FLOW IS DIRECT RUNOFF WITHOUT BASE FLOW)
INTERPOLATED TO
COMPUTATION INTERVAL
ISTAQ ELEMENT DT PEAK TIME TO VOLUME DT PEAK TIME TO VOLUME
PEAK PEAK
(MIN) (CFS) (MIN) (IN) (MIN) (CFS) (MIN) (IN)
FOR PLAN = 1 RATIO= .00
R1-GOLF MANE 4.75 243.69 227.91 1.27 5.00 239.90 230.00 1.27
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2461E+02 EXCESS= .0000E+00 OUTFLOW= .2461E+02 BASIN STORAGE= .1052E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R1-GOLF MANE 4.76 242.12 228.41 1.26 5.00 238.48 230.00 1.26
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2440E+02 EXCESS= .0000E+00 OUTFLOW= .2440E+02 BASIN STORAGE= .9643E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R1-GOLF MANE 4.78 239.00 229.44 1.24 5.00 237.19 230.00 1.24
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2398E+02 EXCESS= .0000E+00 OUTFLOW= .2399E+02 BASIN STORAGE= .1247E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R1-GOLF MANE 4.80 234.15 230.28 1.22 5.00 233.96 230.00 1.22
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2361E+02 EXCESS= .0000E+00 OUTFLOW= .2362E+02 BASIN STORAGE= .1035E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R1-GOLF MANE 4.81 228.65 231.02 1.21 5.00 228.65 230.00 1.21
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2327E+02 EXCESS= .0000E+00 OUTFLOW= .2328E+02 BASIN STORAGE= .1432E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC2a-OAK MANE 5.00 454.47 230.00 1.29 5.00 454.47 230.00 1.29
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4647E+02 EXCESS= .0000E+00 OUTFLOW= .4648E+02 BASIN STORAGE= .1566E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC2a-OAK MANE 5.00 451.48 230.00 1.28 5.00 451.48 230.00 1.28
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4608E+02 EXCESS= .0000E+00 OUTFLOW= .4609E+02 BASIN STORAGE= .1645E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC2a-OAK MANE 5.00 446.98 230.00 1.26 5.00 446.98 230.00 1.26
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4531E+02 EXCESS= .0000E+00 OUTFLOW= .4532E+02 BASIN STORAGE= .1617E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC2a-OAK MANE 5.00 438.46 230.00 1.24 5.00 438.46 230.00 1.24
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4463E+02 EXCESS= .0000E+00 OUTFLOW= .4464E+02 BASIN STORAGE= .1548E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC2a-OAK MANE 5.00 430.47 230.00 1.22 5.00 430.47 230.00 1.22
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4399E+02 EXCESS= .0000E+00 OUTFLOW= .4400E+02 BASIN STORAGE= .1558E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC3-ELPC MANE .76 593.53 230.43 1.34 5.00 592.60 230.00 1.34
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6310E+02 EXCESS= .0000E+00 OUTFLOW= .6310E+02 BASIN STORAGE= .1136E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC3-ELPC MANE .76 589.26 230.30 1.33 5.00 588.46 230.00 1.33
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6257E+02 EXCESS= .0000E+00 OUTFLOW= .6257E+02 BASIN STORAGE= .1129E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC3-ELPC MANE .76 582.97 230.58 1.30 5.00 581.62 230.00 1.30
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6152E+02 EXCESS= .0000E+00 OUTFLOW= .6152E+02 BASIN STORAGE= .1102E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC3-ELPC MANE .77 573.00 230.67 1.28 5.00 571.63 230.00 1.29
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6063E+02 EXCESS= .0000E+00 OUTFLOW= .6063E+02 BASIN STORAGE= .1095E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC3-ELPC MANE .77 563.52 230.67 1.27 5.00 562.28 230.00 1.27
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5980E+02 EXCESS= .0000E+00 OUTFLOW= .5980E+02 BASIN STORAGE= .1084E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC3aOAKC MANE 1.37 849.36 227.74 1.28 5.00 844.06 230.00 1.28
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9016E+02 EXCESS= .0000E+00 OUTFLOW= .9017E+02 BASIN STORAGE= .2305E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC3aOAKC MANE 1.38 841.80 227.13 1.27 5.00 837.65 230.00 1.27
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8938E+02 EXCESS= .0000E+00 OUTFLOW= .8938E+02 BASIN STORAGE= .2359E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC3aOAKC MANE 1.39 828.06 227.36 1.25 5.00 826.00 230.00 1.25
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8782E+02 EXCESS= .0000E+00 OUTFLOW= .8782E+02 BASIN STORAGE= .2505E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC3aOAKC MANE 1.40 814.75 227.45 1.23 5.00 812.36 230.00 1.23
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8651E+02 EXCESS= .0000E+00 OUTFLOW= .8652E+02 BASIN STORAGE= .2279E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC3aOAKC MANE 1.40 802.77 227.34 1.21 5.00 800.13 230.00 1.22
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8533E+02 EXCESS= .0000E+00 OUTFLOW= .8533E+02 BASIN STORAGE= .2295E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R3-HOLMC MANE 2.02 253.35 227.87 1.53 5.00 251.74 225.00 1.53
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2701E+02 EXCESS= .0000E+00 OUTFLOW= .2700E+02 BASIN STORAGE= .2355E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R3-HOLMC MANE 2.02 251.32 226.20 1.52 5.00 249.95 225.00 1.52
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2679E+02 EXCESS= .0000E+00 OUTFLOW= .2678E+02 BASIN STORAGE= .2755E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R3-HOLMC MANE 2.03 248.42 226.91 1.49 5.00 246.40 225.00 1.49
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2635E+02 EXCESS= .0000E+00 OUTFLOW= .2634E+02 BASIN STORAGE= .2907E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R3-HOLMC MANE 2.03 244.87 227.49 1.47 5.00 242.77 225.00 1.47
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2599E+02 EXCESS= .0000E+00 OUTFLOW= .2599E+02 BASIN STORAGE= .2533E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R3-HOLMC MANE 2.04 241.51 228.00 1.46 5.00 240.01 225.00 1.46
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2569E+02 EXCESS= .0000E+00 OUTFLOW= .2569E+02 BASIN STORAGE= .2815E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
OAKEYOT MANE 5.00 30.57 395.00 .53 5.00 30.57 395.00 .53
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5390E+02 EXCESS= .0000E+00 OUTFLOW= .5334E+02 BASIN STORAGE= .5674E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
OAKEYOT MANE 5.00 30.50 395.00 .53 5.00 30.50 395.00 .53
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5375E+02 EXCESS= .0000E+00 OUTFLOW= .5319E+02 BASIN STORAGE= .5661E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
OAKEYOT MANE 5.00 30.37 395.00 .53 5.00 30.37 395.00 .53
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5346E+02 EXCESS= .0000E+00 OUTFLOW= .5290E+02 BASIN STORAGE= .5635E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
OAKEYOT MANE 5.00 30.26 395.00 .52 5.00 30.26 395.00 .52
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5320E+02 EXCESS= .0000E+00 OUTFLOW= .5265E+02 BASIN STORAGE= .5608E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
OAKEYOT MANE 5.00 30.16 395.00 .52 5.00 30.16 395.00 .52
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5298E+02 EXCESS= .0000E+00 OUTFLOW= .5242E+02 BASIN STORAGE= .5583E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RSA01-C MANE 5.00 237.78 235.00 1.86 5.00 237.78 235.00 1.86
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2603E+02 EXCESS= .0000E+00 OUTFLOW= .2604E+02 BASIN STORAGE= .3174E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RSA01-C MANE 5.00 236.20 235.00 1.84 5.00 236.20 235.00 1.84
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2585E+02 EXCESS= .0000E+00 OUTFLOW= .2586E+02 BASIN STORAGE= .3162E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RSA01-C MANE 5.00 233.04 235.00 1.82 5.00 233.04 235.00 1.82
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2547E+02 EXCESS= .0000E+00 OUTFLOW= .2549E+02 BASIN STORAGE= .3139E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RSA01-C MANE 5.00 230.51 235.00 1.80 5.00 230.51 235.00 1.80
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2517E+02 EXCESS= .0000E+00 OUTFLOW= .2519E+02 BASIN STORAGE= .3121E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RSA01-C MANE 5.00 228.29 235.00 1.78 5.00 228.29 235.00 1.78
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2491E+02 EXCESS= .0000E+00 OUTFLOW= .2493E+02 BASIN STORAGE= .3039E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCSA05 MANE 1.38 366.58 232.12 1.81 5.00 362.40 235.00 1.81
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4236E+02 EXCESS= .0000E+00 OUTFLOW= .4236E+02 BASIN STORAGE= .1786E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA05 MANE 1.39 364.53 231.39 1.80 5.00 359.77 230.00 1.80
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4205E+02 EXCESS= .0000E+00 OUTFLOW= .4205E+02 BASIN STORAGE= .1779E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA05 MANE 1.39 359.15 231.33 1.77 5.00 354.77 235.00 1.77
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4144E+02 EXCESS= .0000E+00 OUTFLOW= .4144E+02 BASIN STORAGE= .1719E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA05 MANE 1.40 354.64 232.41 1.75 5.00 351.07 235.00 1.75
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4094E+02 EXCESS= .0000E+00 OUTFLOW= .4094E+02 BASIN STORAGE= .1822E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCSA05 MANE 1.41 351.28 231.96 1.73 5.00 347.50 235.00 1.73
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4051E+02 EXCESS= .0000E+00 OUTFLOW= .4051E+02 BASIN STORAGE= .1657E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
ROK06-C MANE 5.00 145.72 235.00 1.56 5.00 145.72 235.00 1.56
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1449E+02 EXCESS= .0000E+00 OUTFLOW= .1450E+02 BASIN STORAGE= .3376E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
ROK06-C MANE 5.00 144.64 235.00 1.55 5.00 144.64 235.00 1.55
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1438E+02 EXCESS= .0000E+00 OUTFLOW= .1439E+02 BASIN STORAGE= .3362E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
ROK06-C MANE 5.00 142.47 235.00 1.53 5.00 142.47 235.00 1.53
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1414E+02 EXCESS= .0000E+00 OUTFLOW= .1415E+02 BASIN STORAGE= .3336E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
ROK06-C MANE 5.00 140.73 235.00 1.50 5.00 140.73 235.00 1.50
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1396E+02 EXCESS= .0000E+00 OUTFLOW= .1397E+02 BASIN STORAGE= .3314E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
ROK06-C MANE 5.00 139.21 235.00 1.49 5.00 139.21 235.00 1.49
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1379E+02 EXCESS= .0000E+00 OUTFLOW= .1380E+02 BASIN STORAGE= .3295E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCOK07 MANE .95 701.95 231.22 1.62 5.00 698.21 230.00 1.62
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8066E+02 EXCESS= .0000E+00 OUTFLOW= .8066E+02 BASIN STORAGE= .1508E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK07 MANE .95 697.67 230.90 1.61 5.00 693.63 230.00 1.61
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8003E+02 EXCESS= .0000E+00 OUTFLOW= .8003E+02 BASIN STORAGE= .1449E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK07 MANE .96 685.85 231.40 1.58 5.00 682.23 230.00 1.58
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7877E+02 EXCESS= .0000E+00 OUTFLOW= .7877E+02 BASIN STORAGE= .1572E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK07 MANE .97 676.89 230.69 1.56 5.00 673.34 230.00 1.56
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7777E+02 EXCESS= .0000E+00 OUTFLOW= .7777E+02 BASIN STORAGE= .1605E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK07 MANE .97 669.62 230.76 1.55 5.00 665.86 230.00 1.55
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7689E+02 EXCESS= .0000E+00 OUTFLOW= .7689E+02 BASIN STORAGE= .1495E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
ROK03-C MANE 5.00 289.98 235.00 1.54 5.00 289.98 235.00 1.54
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2977E+02 EXCESS= .0000E+00 OUTFLOW= .2979E+02 BASIN STORAGE= .3039E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
ROK03-C MANE 5.00 287.82 235.00 1.53 5.00 287.82 235.00 1.53
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2953E+02 EXCESS= .0000E+00 OUTFLOW= .2954E+02 BASIN STORAGE= .3026E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
ROK03-C MANE 5.00 283.50 235.00 1.50 5.00 283.50 235.00 1.50
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2905E+02 EXCESS= .0000E+00 OUTFLOW= .2906E+02 BASIN STORAGE= .3002E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
ROK03-C MANE 5.00 280.05 235.00 1.48 5.00 280.05 235.00 1.48
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2866E+02 EXCESS= .0000E+00 OUTFLOW= .2867E+02 BASIN STORAGE= .2982E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
ROK03-C MANE 5.00 277.02 235.00 1.46 5.00 277.02 235.00 1.46
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2832E+02 EXCESS= .0000E+00 OUTFLOW= .2834E+02 BASIN STORAGE= .2861E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCOK04-C MANE .94 1099.87 231.19 1.54 5.00 1089.98 230.00 1.54
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1229E+03 EXCESS= .0000E+00 OUTFLOW= .1229E+03 BASIN STORAGE= .1733E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK04-C MANE .94 1091.98 230.92 1.53 5.00 1082.88 230.00 1.53
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1219E+03 EXCESS= .0000E+00 OUTFLOW= .1219E+03 BASIN STORAGE= .1866E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK04-C MANE .94 1073.57 231.52 1.50 5.00 1063.54 230.00 1.51
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1199E+03 EXCESS= .0000E+00 OUTFLOW= .1199E+03 BASIN STORAGE= .1699E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK04-C MANE .95 1059.26 231.81 1.48 5.00 1050.21 230.00 1.49
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1183E+03 EXCESS= .0000E+00 OUTFLOW= .1183E+03 BASIN STORAGE= .1727E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK04-C MANE .95 1047.85 230.98 1.47 5.00 1038.36 230.00 1.47
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1169E+03 EXCESS= .0000E+00 OUTFLOW= .1169E+03 BASIN STORAGE= .1854E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCOK08 MANE 1.72 1136.99 231.82 .70 5.00 1126.12 235.00 .70
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1298E+03 EXCESS= .0000E+00 OUTFLOW= .1298E+03 BASIN STORAGE= .3158E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCOK08 MANE 1.72 1128.23 232.43 .70 5.00 1117.60 235.00 .70
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1287E+03 EXCESS= .0000E+00 OUTFLOW= .1287E+03 BASIN STORAGE= .3318E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCOK08 MANE 1.73 1108.98 232.37 .69 5.00 1099.83 235.00 .69
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1267E+03 EXCESS= .0000E+00 OUTFLOW= .1267E+03 BASIN STORAGE= .3234E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCOK08 MANE 1.74 1095.63 231.80 .68 5.00 1085.63 235.00 .68
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1250E+03 EXCESS= .0000E+00 OUTFLOW= .1250E+03 BASIN STORAGE= .3695E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCOK08 MANE 1.75 1082.39 232.85 .67 5.00 1074.47 235.00 .67
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1235E+03 EXCESS= .0000E+00 OUTFLOW= .1235E+03 BASIN STORAGE= .3321E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH04-C MANE 2.19 168.13 220.70 1.70 5.00 167.95 220.00 1.69
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1582E+02 EXCESS= .0000E+00 OUTFLOW= .1582E+02 BASIN STORAGE= .2054E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH04-C MANE 2.19 167.37 219.14 1.68 5.00 166.96 220.00 1.68
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1570E+02 EXCESS= .0000E+00 OUTFLOW= .1570E+02 BASIN STORAGE= .2291E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH04-C MANE 2.20 164.91 220.40 1.66 5.00 164.62 220.00 1.66
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1546E+02 EXCESS= .0000E+00 OUTFLOW= .1546E+02 BASIN STORAGE= .2233E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH04-C MANE 2.21 163.13 219.22 1.64 5.00 162.72 220.00 1.63
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1526E+02 EXCESS= .0000E+00 OUTFLOW= .1527E+02 BASIN STORAGE= .2258E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCH04-C MANE 2.22 161.61 220.13 1.62 5.00 161.48 220.00 1.62
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1510E+02 EXCESS= .0000E+00 OUTFLOW= .1510E+02 BASIN STORAGE= .1877E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH05-C MANE 3.45 311.49 223.93 1.76 5.00 309.59 225.00 1.76
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3179E+02 EXCESS= .0000E+00 OUTFLOW= .3180E+02 BASIN STORAGE= .4833E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCH05-C MANE 3.45 308.13 224.50 1.75 5.00 307.11 225.00 1.75
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3155E+02 EXCESS= .0000E+00 OUTFLOW= .3156E+02 BASIN STORAGE= .4278E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH05-C MANE 3.47 301.83 222.28 1.72 5.00 301.68 225.00 1.72
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3108E+02 EXCESS= .0000E+00 OUTFLOW= .3109E+02 BASIN STORAGE= .4537E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCH05-C MANE 3.49 302.08 223.30 1.70 5.00 299.60 225.00 1.70
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3071E+02 EXCESS= .0000E+00 OUTFLOW= .3072E+02 BASIN STORAGE= .3936E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH05-C MANE 3.50 299.17 224.07 1.69 5.00 297.48 225.00 1.69
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3038E+02 EXCESS= .0000E+00 OUTFLOW= .3039E+02 BASIN STORAGE= .4472E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCCH09-C MANE 1.62 611.38 226.57 1.67 5.00 603.54 225.00 1.67
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6394E+02 EXCESS= .0000E+00 OUTFLOW= .6395E+02 BASIN STORAGE= .2845E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH09-C MANE 1.62 602.25 225.65 1.66 5.00 599.49 225.00 1.66
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6344E+02 EXCESS= .0000E+00 OUTFLOW= .6344E+02 BASIN STORAGE= .2351E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH09-C MANE 1.63 593.73 227.15 1.64 5.00 589.86 225.00 1.64
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6246E+02 EXCESS= .0000E+00 OUTFLOW= .6246E+02 BASIN STORAGE= .2343E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH09-C MANE 1.64 590.18 226.38 1.62 5.00 583.58 225.00 1.62
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6169E+02 EXCESS= .0000E+00 OUTFLOW= .6169E+02 BASIN STORAGE= .2408E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH09-C MANE 1.65 582.07 227.20 1.60 5.00 578.27 225.00 1.60
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6099E+02 EXCESS= .0000E+00 OUTFLOW= .6100E+02 BASIN STORAGE= .2864E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH10 MANE .83 841.36 224.54 1.69 5.00 841.11 225.00 1.69
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8968E+02 EXCESS= .0000E+00 OUTFLOW= .8968E+02 BASIN STORAGE= .1519E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH10 MANE .83 835.72 225.15 1.68 5.00 835.61 225.00 1.68
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8900E+02 EXCESS= .0000E+00 OUTFLOW= .8900E+02 BASIN STORAGE= .1511E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH10 MANE .84 823.15 224.89 1.65 5.00 822.93 225.00 1.65
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8763E+02 EXCESS= .0000E+00 OUTFLOW= .8763E+02 BASIN STORAGE= .1361E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH10 MANE .84 814.29 225.03 1.63 5.00 814.25 225.00 1.63
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8655E+02 EXCESS= .0000E+00 OUTFLOW= .8655E+02 BASIN STORAGE= .1367E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH10 MANE .84 806.41 225.03 1.61 5.00 806.36 225.00 1.61
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8559E+02 EXCESS= .0000E+00 OUTFLOW= .8559E+02 BASIN STORAGE= .1375E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK12 MANE 1.03 1924.32 229.99 .94 5.00 1924.31 230.00 .94
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2248E+03 EXCESS= .0000E+00 OUTFLOW= .2248E+03 BASIN STORAGE= .2354E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK12 MANE 1.03 1911.11 230.60 .93 5.00 1909.61 230.00 .93
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2230E+03 EXCESS= .0000E+00 OUTFLOW= .2230E+03 BASIN STORAGE= .2670E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK12 MANE 1.04 1880.95 231.03 .91 5.00 1880.94 230.00 .91
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2195E+03 EXCESS= .0000E+00 OUTFLOW= .2195E+03 BASIN STORAGE= .2628E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK12 MANE 1.05 1857.07 230.13 .90 5.00 1856.36 230.00 .90
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2167E+03 EXCESS= .0000E+00 OUTFLOW= .2167E+03 BASIN STORAGE= .2377E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK12 MANE 1.05 1837.21 230.05 .89 5.00 1836.87 230.00 .89
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2142E+03 EXCESS= .0000E+00 OUTFLOW= .2142E+03 BASIN STORAGE= .2726E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH14B MANE 1.19 2076.75 230.45 .96 5.00 2073.58 230.00 .96
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2426E+03 EXCESS= .0000E+00 OUTFLOW= .2426E+03 BASIN STORAGE= .3224E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH14B MANE 1.20 2062.27 231.16 .96 5.00 2059.41 230.00 .96
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2407E+03 EXCESS= .0000E+00 OUTFLOW= .2407E+03 BASIN STORAGE= .2977E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH14B MANE 1.20 2029.37 231.36 .94 5.00 2027.20 230.00 .94
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2369E+03 EXCESS= .0000E+00 OUTFLOW= .2369E+03 BASIN STORAGE= .3292E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH14B MANE 1.21 2003.05 231.36 .93 5.00 2001.09 230.00 .93
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2339E+03 EXCESS= .0000E+00 OUTFLOW= .2339E+03 BASIN STORAGE= .3178E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH14B MANE 1.22 1983.59 231.13 .92 5.00 1979.94 230.00 .92
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2312E+03 EXCESS= .0000E+00 OUTFLOW= .2312E+03 BASIN STORAGE= .3185E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK13 MANE 1.26 2145.43 231.45 .98 5.00 2136.89 230.00 .98
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2517E+03 EXCESS= .0000E+00 OUTFLOW= .2517E+03 BASIN STORAGE= .3605E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK13 MANE 1.27 2129.49 230.82 .97 5.00 2120.09 230.00 .97
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2497E+03 EXCESS= .0000E+00 OUTFLOW= .2497E+03 BASIN STORAGE= .3572E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK13 MANE 1.28 2097.54 231.00 .96 5.00 2087.28 230.00 .96
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2458E+03 EXCESS= .0000E+00 OUTFLOW= .2458E+03 BASIN STORAGE= .3164E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK13 MANE 1.28 2070.05 230.92 .94 5.00 2060.04 230.00 .94
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2426E+03 EXCESS= .0000E+00 OUTFLOW= .2426E+03 BASIN STORAGE= .3182E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOK13 MANE 1.29 2045.87 230.61 .93 5.00 2037.38 230.00 .93
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2399E+03 EXCESS= .0000E+00 OUTFLOW= .2399E+03 BASIN STORAGE= .3219E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RPR1 MANE 5.00 53.20 240.00 1.52 5.00 53.20 240.00 1.52
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6981E+01 EXCESS= .0000E+00 OUTFLOW= .6983E+01 BASIN STORAGE= .1605E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RPR1 MANE 5.00 52.79 240.00 1.51 5.00 52.79 240.00 1.51
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6924E+01 EXCESS= .0000E+00 OUTFLOW= .6926E+01 BASIN STORAGE= .1597E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RPR1 MANE 5.00 51.96 240.00 1.49 5.00 51.96 240.00 1.49
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6810E+01 EXCESS= .0000E+00 OUTFLOW= .6812E+01 BASIN STORAGE= .1555E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RPR1 MANE 5.00 51.30 240.00 1.47 5.00 51.30 240.00 1.47
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6719E+01 EXCESS= .0000E+00 OUTFLOW= .6721E+01 BASIN STORAGE= .1543E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RPR1 MANE 5.00 50.72 240.00 1.45 5.00 50.72 240.00 1.45
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6639E+01 EXCESS= .0000E+00 OUTFLOW= .6641E+01 BASIN STORAGE= .1532E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RDCR2 MANE 3.98 150.97 214.80 1.30 5.00 150.88 215.00 1.30
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2824E+02 EXCESS= .0000E+00 OUTFLOW= .2824E+02 BASIN STORAGE= .4448E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDCR2 MANE 3.98 150.94 214.80 1.30 5.00 150.86 215.00 1.30
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2808E+02 EXCESS= .0000E+00 OUTFLOW= .2808E+02 BASIN STORAGE= .4427E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDCR2 MANE 3.98 150.88 214.80 1.28 5.00 150.81 215.00 1.28
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2777E+02 EXCESS= .0000E+00 OUTFLOW= .2777E+02 BASIN STORAGE= .4256E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDCR2 MANE 3.98 150.83 214.80 1.27 5.00 150.78 215.00 1.27
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2752E+02 EXCESS= .0000E+00 OUTFLOW= .2752E+02 BASIN STORAGE= .4222E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDCR2 MANE 3.98 150.79 214.80 1.26 5.00 150.75 215.00 1.26
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2730E+02 EXCESS= .0000E+00 OUTFLOW= .2730E+02 BASIN STORAGE= .4192E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL01A MANE 1.02 256.63 220.51 1.35 5.00 256.22 220.00 1.35
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3818E+02 EXCESS= .0000E+00 OUTFLOW= .3818E+02 BASIN STORAGE= .1203E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL01A MANE 1.02 255.92 220.65 1.34 5.00 255.45 220.00 1.34
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3794E+02 EXCESS= .0000E+00 OUTFLOW= .3794E+02 BASIN STORAGE= .1168E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL01A MANE 1.02 254.51 220.91 1.33 5.00 253.97 220.00 1.33
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3746E+02 EXCESS= .0000E+00 OUTFLOW= .3746E+02 BASIN STORAGE= .1217E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL01A MANE 1.02 253.21 221.13 1.31 5.00 252.72 220.00 1.31
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3708E+02 EXCESS= .0000E+00 OUTFLOW= .3708E+02 BASIN STORAGE= .1167E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL01A MANE 1.02 251.91 221.32 1.30 5.00 251.55 220.00 1.30
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3675E+02 EXCESS= .0000E+00 OUTFLOW= .3675E+02 BASIN STORAGE= .1201E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL04-C MANE 1.45 134.56 225.97 1.50 5.00 133.58 225.00 1.50
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1431E+02 EXCESS= .0000E+00 OUTFLOW= .1431E+02 BASIN STORAGE= .1136E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL04-C MANE 1.45 133.61 226.68 1.49 5.00 132.66 225.00 1.49
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1419E+02 EXCESS= .0000E+00 OUTFLOW= .1419E+02 BASIN STORAGE= .1134E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL04-C MANE 1.46 131.52 226.67 1.46 5.00 130.55 225.00 1.46
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1395E+02 EXCESS= .0000E+00 OUTFLOW= .1395E+02 BASIN STORAGE= .1274E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL04-C MANE 1.47 129.95 226.37 1.44 5.00 128.86 225.00 1.44
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1376E+02 EXCESS= .0000E+00 OUTFLOW= .1376E+02 BASIN STORAGE= .1166E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL04-C MANE 1.48 128.19 225.93 1.42 5.00 127.22 225.00 1.42
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1360E+02 EXCESS= .0000E+00 OUTFLOW= .1360E+02 BASIN STORAGE= .1259E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCUS MANE 1.64 406.65 223.51 1.40 5.00 404.95 225.00 1.40
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5492E+02 EXCESS= .0000E+00 OUTFLOW= .5492E+02 BASIN STORAGE= .2192E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCUS MANE 1.65 404.36 223.74 1.39 5.00 403.06 225.00 1.39
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5454E+02 EXCESS= .0000E+00 OUTFLOW= .5453E+02 BASIN STORAGE= .2089E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCUS MANE 1.65 400.61 222.53 1.37 5.00 399.19 225.00 1.37
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5379E+02 EXCESS= .0000E+00 OUTFLOW= .5378E+02 BASIN STORAGE= .2060E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCUS MANE 1.65 397.61 222.88 1.35 5.00 395.98 225.00 1.35
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5319E+02 EXCESS= .0000E+00 OUTFLOW= .5318E+02 BASIN STORAGE= .2156E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCUS MANE 1.65 395.00 223.18 1.34 5.00 393.05 225.00 1.34
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5266E+02 EXCESS= .0000E+00 OUTFLOW= .5266E+02 BASIN STORAGE= .2240E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL05-C MANE 1.60 598.93 227.09 1.42 5.00 597.01 225.00 1.43
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7669E+02 EXCESS= .0000E+00 OUTFLOW= .7668E+02 BASIN STORAGE= .2276E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL05-C MANE 1.60 595.43 225.75 1.41 5.00 593.51 225.00 1.42
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7613E+02 EXCESS= .0000E+00 OUTFLOW= .7613E+02 BASIN STORAGE= .2381E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL05-C MANE 1.60 589.64 226.28 1.39 5.00 586.65 225.00 1.39
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7505E+02 EXCESS= .0000E+00 OUTFLOW= .7504E+02 BASIN STORAGE= .2324E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL05-C MANE 1.61 584.28 226.71 1.38 5.00 581.32 225.00 1.38
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7417E+02 EXCESS= .0000E+00 OUTFLOW= .7416E+02 BASIN STORAGE= .2375E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL05-C MANE 1.61 578.01 227.11 1.36 5.00 576.20 225.00 1.36
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7339E+02 EXCESS= .0000E+00 OUTFLOW= .7339E+02 BASIN STORAGE= .2203E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBR3 MANE 1.10 643.64 226.33 1.44 5.00 643.04 225.00 1.44
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8296E+02 EXCESS= .0000E+00 OUTFLOW= .8295E+02 BASIN STORAGE= .1570E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBR3 MANE 1.11 639.94 225.50 1.43 5.00 639.01 225.00 1.43
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8236E+02 EXCESS= .0000E+00 OUTFLOW= .8235E+02 BASIN STORAGE= .1594E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBR3 MANE 1.11 632.89 226.03 1.40 5.00 631.84 225.00 1.41
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8116E+02 EXCESS= .0000E+00 OUTFLOW= .8115E+02 BASIN STORAGE= .1621E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBR3 MANE 1.11 626.36 225.34 1.39 5.00 625.62 225.00 1.39
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8021E+02 EXCESS= .0000E+00 OUTFLOW= .8020E+02 BASIN STORAGE= .1614E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBR3 MANE 1.11 621.15 225.75 1.37 5.00 620.03 225.00 1.37
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7937E+02 EXCESS= .0000E+00 OUTFLOW= .7936E+02 BASIN STORAGE= .1612E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL09-C MANE 5.00 142.68 225.00 1.52 5.00 142.68 225.00 1.52
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1315E+02 EXCESS= .0000E+00 OUTFLOW= .1315E+02 BASIN STORAGE= .1586E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL09-C MANE 5.00 141.56 225.00 1.51 5.00 141.56 225.00 1.51
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1304E+02 EXCESS= .0000E+00 OUTFLOW= .1305E+02 BASIN STORAGE= .1579E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL09-C MANE 5.00 139.31 225.00 1.49 5.00 139.31 225.00 1.49
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1283E+02 EXCESS= .0000E+00 OUTFLOW= .1283E+02 BASIN STORAGE= .1565E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL09-C MANE 5.00 137.51 225.00 1.47 5.00 137.51 225.00 1.47
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1266E+02 EXCESS= .0000E+00 OUTFLOW= .1266E+02 BASIN STORAGE= .1554E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL09-C MANE 5.00 135.93 225.00 1.45 5.00 135.93 225.00 1.45
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1251E+02 EXCESS= .0000E+00 OUTFLOW= .1251E+02 BASIN STORAGE= .1545E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDGSR MANE .50 9.91 238.00 -1.00 5.00 7.88 240.00 -1.00
FOR PLAN = 1 RATIO= .00
RDGSR MANE .50 10.46 238.50 -1.00 5.00 6.27 240.00 -1.00
FOR PLAN = 1 RATIO= .00
RDGSR MANE .50 9.55 239.00 -1.00 5.00 4.38 245.00 -1.00
FOR PLAN = 1 RATIO= .00
RDGSR MANE .50 8.76 239.50 -1.00 5.00 6.38 240.00 -1.00
FOR PLAN = 1 RATIO= .00
RDGSR MANE .50 8.20 240.00 -1.00 5.00 8.20 240.00 -1.00
FOR PLAN = 1 RATIO= .00
RCAL11-C MANE 1.38 902.28 226.32 1.49 5.00 894.17 225.00 1.49
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1091E+03 EXCESS= .0000E+00 OUTFLOW= .1091E+03 BASIN STORAGE= .2062E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL11-C MANE 1.38 895.75 226.62 1.48 5.00 888.34 225.00 1.48
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1082E+03 EXCESS= .0000E+00 OUTFLOW= .1082E+03 BASIN STORAGE= .2152E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL11-C MANE 1.39 882.77 227.18 1.45 5.00 876.25 225.00 1.45
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1066E+03 EXCESS= .0000E+00 OUTFLOW= .1066E+03 BASIN STORAGE= .2055E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL11-C MANE 1.39 875.85 226.27 1.44 5.00 867.69 225.00 1.44
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1054E+03 EXCESS= .0000E+00 OUTFLOW= .1054E+03 BASIN STORAGE= .2092E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL11-C MANE 1.39 867.07 226.69 1.42 5.00 859.54 225.00 1.42
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1043E+03 EXCESS= .0000E+00 OUTFLOW= .1043E+03 BASIN STORAGE= .2114E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL10-C MANE .79 932.55 226.20 1.49 5.00 926.36 225.00 1.49
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1132E+03 EXCESS= .0000E+00 OUTFLOW= .1132E+03 BASIN STORAGE= .4847E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL10-C MANE .79 927.04 225.88 1.48 5.00 920.68 225.00 1.48
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1123E+03 EXCESS= .0000E+00 OUTFLOW= .1123E+03 BASIN STORAGE= .4684E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL10-C MANE .79 914.16 226.06 1.46 5.00 907.79 225.00 1.46
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1106E+03 EXCESS= .0000E+00 OUTFLOW= .1106E+03 BASIN STORAGE= .4689E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL10-C MANE .79 905.27 225.97 1.44 5.00 898.69 225.00 1.44
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1093E+03 EXCESS= .0000E+00 OUTFLOW= .1093E+03 BASIN STORAGE= .4647E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL10-C MANE .80 896.91 225.85 1.43 5.00 890.45 225.00 1.43
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1082E+03 EXCESS= .0000E+00 OUTFLOW= .1082E+03 BASIN STORAGE= .4803E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL14 MANE 3.07 313.96 239.08 1.75 5.00 313.32 240.00 1.75
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4258E+02 EXCESS= .0000E+00 OUTFLOW= .4258E+02 BASIN STORAGE= .7936E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL14 MANE 3.07 311.95 236.44 1.73 5.00 311.07 240.00 1.73
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4226E+02 EXCESS= .0000E+00 OUTFLOW= .4227E+02 BASIN STORAGE= .7323E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL14 MANE 3.08 308.54 237.28 1.71 5.00 306.99 240.00 1.71
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4163E+02 EXCESS= .0000E+00 OUTFLOW= .4163E+02 BASIN STORAGE= .8064E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL14 MANE 3.09 305.37 237.97 1.69 5.00 303.88 240.00 1.69
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4112E+02 EXCESS= .0000E+00 OUTFLOW= .4112E+02 BASIN STORAGE= .6883E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL14 MANE 3.10 301.62 238.58 1.67 5.00 300.58 240.00 1.67
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4067E+02 EXCESS= .0000E+00 OUTFLOW= .4068E+02 BASIN STORAGE= .8156E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL09 MANE 4.71 79.94 226.11 1.51 5.00 79.06 225.00 1.51
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7788E+01 EXCESS= .0000E+00 OUTFLOW= .7790E+01 BASIN STORAGE= .8856E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL09 MANE 4.72 79.00 226.55 1.49 5.00 78.09 225.00 1.49
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7720E+01 EXCESS= .0000E+00 OUTFLOW= .7721E+01 BASIN STORAGE= .8022E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL09 MANE 4.74 77.14 227.46 1.47 5.00 76.68 225.00 1.47
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7591E+01 EXCESS= .0000E+00 OUTFLOW= .7592E+01 BASIN STORAGE= .7017E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL09 MANE 4.75 76.24 223.44 1.45 5.00 76.05 225.00 1.45
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7496E+01 EXCESS= .0000E+00 OUTFLOW= .7497E+01 BASIN STORAGE= .9198E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAL09 MANE 4.77 76.21 224.08 1.43 5.00 75.86 225.00 1.43
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7413E+01 EXCESS= .0000E+00 OUTFLOW= .7414E+01 BASIN STORAGE= .8309E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH14A MANE 1.74 185.81 227.63 1.46 5.00 184.11 225.00 1.46
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1907E+02 EXCESS= .0000E+00 OUTFLOW= .1907E+02 BASIN STORAGE= .1611E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH14A MANE 1.74 185.08 226.79 1.45 5.00 182.38 225.00 1.45
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1891E+02 EXCESS= .0000E+00 OUTFLOW= .1891E+02 BASIN STORAGE= .1585E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH14A MANE 1.76 181.70 226.60 1.42 5.00 179.31 225.00 1.42
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1858E+02 EXCESS= .0000E+00 OUTFLOW= .1858E+02 BASIN STORAGE= .1620E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH14A MANE 1.76 178.87 227.62 1.40 5.00 177.19 225.00 1.40
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1834E+02 EXCESS= .0000E+00 OUTFLOW= .1834E+02 BASIN STORAGE= .1590E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCH14A MANE 1.77 178.15 226.57 1.39 5.00 175.87 225.00 1.39
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1813E+02 EXCESS= .0000E+00 OUTFLOW= .1813E+02 BASIN STORAGE= .1633E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL16 MANE .57 1536.31 229.90 1.55 5.00 1536.15 230.00 1.55
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1927E+03 EXCESS= .0000E+00 OUTFLOW= .1927E+03 BASIN STORAGE= .6253E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL16 MANE .57 1525.28 229.91 1.54 5.00 1525.13 230.00 1.54
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1912E+03 EXCESS= .0000E+00 OUTFLOW= .1912E+03 BASIN STORAGE= .6059E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL16 MANE .57 1504.71 229.84 1.51 5.00 1504.55 230.00 1.51
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1883E+03 EXCESS= .0000E+00 OUTFLOW= .1883E+03 BASIN STORAGE= .6246E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL16 MANE .58 1488.02 230.15 1.50 5.00 1487.92 230.00 1.50
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1860E+03 EXCESS= .0000E+00 OUTFLOW= .1860E+03 BASIN STORAGE= .6275E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL16 MANE .58 1473.30 229.79 1.48 5.00 1473.13 230.00 1.48
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1840E+03 EXCESS= .0000E+00 OUTFLOW= .1840E+03 BASIN STORAGE= .6083E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCAL16 MANE .38 3666.33 230.44 1.17 5.00 3664.92 230.00 1.17
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4445E+03 EXCESS= .0000E+00 OUTFLOW= .4445E+03 BASIN STORAGE= .1111E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCAL16 MANE .38 3639.37 230.38 1.16 5.00 3637.97 230.00 1.16
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4410E+03 EXCESS= .0000E+00 OUTFLOW= .4410E+03 BASIN STORAGE= .1120E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCAL16 MANE .38 3585.47 230.22 1.14 5.00 3582.57 230.00 1.14
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4342E+03 EXCESS= .0000E+00 OUTFLOW= .4342E+03 BASIN STORAGE= .1112E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCAL16 MANE .38 3541.64 230.21 1.12 5.00 3538.77 230.00 1.12
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4287E+03 EXCESS= .0000E+00 OUTFLOW= .4287E+03 BASIN STORAGE= .1127E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCAL16 MANE .38 3504.56 230.42 1.11 5.00 3502.58 230.00 1.11
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4240E+03 EXCESS= .0000E+00 OUTFLOW= .4240E+03 BASIN STORAGE= .1112E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL90-C MANE .74 3788.23 230.81 1.18 5.00 3781.14 230.00 1.18
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4594E+03 EXCESS= .0000E+00 OUTFLOW= .4594E+03 BASIN STORAGE= .2273E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL90-C MANE .75 3761.52 230.75 1.17 5.00 3753.97 230.00 1.17
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4558E+03 EXCESS= .0000E+00 OUTFLOW= .4558E+03 BASIN STORAGE= .2238E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL90-C MANE .75 3703.64 230.66 1.15 5.00 3695.37 230.00 1.15
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4488E+03 EXCESS= .0000E+00 OUTFLOW= .4487E+03 BASIN STORAGE= .2265E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL90-C MANE .76 3654.70 231.05 1.13 5.00 3648.54 230.00 1.14
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4431E+03 EXCESS= .0000E+00 OUTFLOW= .4431E+03 BASIN STORAGE= .2287E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCAL90-C MANE .76 3619.00 230.48 1.12 5.00 3611.09 230.00 1.12
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4382E+03 EXCESS= .0000E+00 OUTFLOW= .4382E+03 BASIN STORAGE= .2262E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
MEADOWOT MANE .68 1342.76 315.78 1.18 5.00 1342.68 315.00 1.18
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4749E+03 EXCESS= .0000E+00 OUTFLOW= .4749E+03 BASIN STORAGE= .1327E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
MEADOWOT MANE .68 1334.82 315.85 1.17 5.00 1334.76 315.00 1.17
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4712E+03 EXCESS= .0000E+00 OUTFLOW= .4712E+03 BASIN STORAGE= .1334E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
MEADOWOT MANE .68 1319.33 315.28 1.15 5.00 1319.26 315.00 1.15
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4638E+03 EXCESS= .0000E+00 OUTFLOW= .4638E+03 BASIN STORAGE= .1336E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
MEADOWOT MANE .68 1307.09 315.77 1.14 5.00 1307.02 315.00 1.14
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4579E+03 EXCESS= .0000E+00 OUTFLOW= .4579E+03 BASIN STORAGE= .1330E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
MEADOWOT MANE .69 1296.29 315.45 1.12 5.00 1296.21 315.00 1.12
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4528E+03 EXCESS= .0000E+00 OUTFLOW= .4528E+03 BASIN STORAGE= .1336E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDAL00A MANE 1.00 148.88 226.00 -1.00 5.00 148.76 225.00 -1.00
FOR PLAN = 1 RATIO= .00
RDAL00A MANE 1.00 146.55 226.00 -1.00 5.00 146.43 225.00 -1.00
FOR PLAN = 1 RATIO= .00
RDAL00A MANE 1.00 141.91 227.00 -1.00 5.00 141.76 225.00 -1.00
FOR PLAN = 1 RATIO= .00
RDAL00A MANE 1.00 138.21 227.00 -1.00 5.00 138.03 225.00 -1.00
FOR PLAN = 1 RATIO= .00
RDAL00A MANE 1.00 134.98 227.00 -1.00 5.00 134.77 225.00 -1.00
FOR PLAN = 1 RATIO= .00
RAINBWOT MANE .65 80.10 326.25 1.75 5.00 80.10 325.00 1.75
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6557E+02 EXCESS= .0000E+00 OUTFLOW= .6557E+02 BASIN STORAGE= .8941E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAINBWOT MANE .65 79.85 325.80 1.73 5.00 79.84 325.00 1.73
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6498E+02 EXCESS= .0000E+00 OUTFLOW= .6498E+02 BASIN STORAGE= .8524E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAINBWOT MANE .65 79.35 326.22 1.70 5.00 79.34 325.00 1.70
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6380E+02 EXCESS= .0000E+00 OUTFLOW= .6380E+02 BASIN STORAGE= .7783E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAINBWOT MANE .65 78.95 325.90 1.67 5.00 78.94 325.00 1.67
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6286E+02 EXCESS= .0000E+00 OUTFLOW= .6286E+02 BASIN STORAGE= .7217E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RAINBWOT MANE .65 78.60 326.19 1.65 5.00 78.59 325.00 1.65
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6204E+02 EXCESS= .0000E+00 OUTFLOW= .6204E+02 BASIN STORAGE= .6768E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCLC01-C MANE 5.00 135.34 230.00 1.73 5.00 135.34 230.00 1.73
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7325E+02 EXCESS= .0000E+00 OUTFLOW= .7325E+02 BASIN STORAGE= .9059E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCLC01-C MANE 5.00 134.50 230.00 1.72 5.00 134.50 230.00 1.72
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7260E+02 EXCESS= .0000E+00 OUTFLOW= .7260E+02 BASIN STORAGE= .8656E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCLC01-C MANE 5.00 132.83 230.00 1.69 5.00 132.83 230.00 1.69
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7131E+02 EXCESS= .0000E+00 OUTFLOW= .7131E+02 BASIN STORAGE= .7903E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCLC01-C MANE 5.00 131.49 230.00 1.66 5.00 131.49 230.00 1.66
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7027E+02 EXCESS= .0000E+00 OUTFLOW= .7027E+02 BASIN STORAGE= .7341E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCLC01-C MANE 5.00 130.32 230.00 1.64 5.00 130.32 230.00 1.64
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6936E+02 EXCESS= .0000E+00 OUTFLOW= .6936E+02 BASIN STORAGE= .6889E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCWA02C MANE 3.09 602.73 228.34 1.65 5.00 602.24 230.00 1.65
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1258E+03 EXCESS= .0000E+00 OUTFLOW= .1258E+03 BASIN STORAGE= .7069E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCWA02C MANE 3.09 596.77 229.02 1.64 5.00 596.43 230.00 1.64
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1247E+03 EXCESS= .0000E+00 OUTFLOW= .1247E+03 BASIN STORAGE= .6778E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCWA02C MANE 3.11 588.51 230.41 1.61 5.00 588.19 230.00 1.61
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1225E+03 EXCESS= .0000E+00 OUTFLOW= .1225E+03 BASIN STORAGE= .6347E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCWA02C MANE 3.13 582.38 228.41 1.59 5.00 581.82 230.00 1.59
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1208E+03 EXCESS= .0000E+00 OUTFLOW= .1208E+03 BASIN STORAGE= .6089E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCWA02C MANE 3.14 574.11 229.40 1.57 5.00 573.87 230.00 1.57
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1193E+03 EXCESS= .0000E+00 OUTFLOW= .1193E+03 BASIN STORAGE= .5801E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCLC11-C MANE 1.08 887.92 230.48 1.63 5.00 887.90 230.00 1.64
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1581E+03 EXCESS= .0000E+00 OUTFLOW= .1581E+03 BASIN STORAGE= .3029E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCLC11-C MANE 1.08 880.24 230.23 1.62 5.00 880.02 230.00 1.62
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1567E+03 EXCESS= .0000E+00 OUTFLOW= .1567E+03 BASIN STORAGE= .2915E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCLC11-C MANE 1.09 867.34 230.47 1.59 5.00 867.21 230.00 1.59
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1541E+03 EXCESS= .0000E+00 OUTFLOW= .1541E+03 BASIN STORAGE= .2731E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCLC11-C MANE 1.09 857.53 230.42 1.57 5.00 857.40 230.00 1.57
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1520E+03 EXCESS= .0000E+00 OUTFLOW= .1520E+03 BASIN STORAGE= .2615E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCLC11-C MANE 1.10 846.82 229.41 1.55 5.00 846.76 230.00 1.55
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1501E+03 EXCESS= .0000E+00 OUTFLOW= .1501E+03 BASIN STORAGE= .2494E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
ROG011AD MANE 4.25 46.83 212.50 1.27 5.00 45.90 215.00 1.27
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8154E+01 EXCESS= .0000E+00 OUTFLOW= .8157E+01 BASIN STORAGE= .1769E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
ROG011AD MANE 4.25 46.87 212.50 1.27 5.00 45.94 215.00 1.27
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8109E+01 EXCESS= .0000E+00 OUTFLOW= .8112E+01 BASIN STORAGE= .1745E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
ROG011AD MANE 4.25 46.95 212.50 1.25 5.00 46.04 215.00 1.25
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8021E+01 EXCESS= .0000E+00 OUTFLOW= .8024E+01 BASIN STORAGE= .1732E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
ROG011AD MANE 4.50 46.00 216.00 1.24 5.00 45.95 215.00 1.24
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7941E+01 EXCESS= .0000E+00 OUTFLOW= .7943E+01 BASIN STORAGE= .1397E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
ROG011AD MANE 4.50 46.08 216.00 1.23 5.00 46.01 215.00 1.23
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7879E+01 EXCESS= .0000E+00 OUTFLOW= .7881E+01 BASIN STORAGE= .1389E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWA01 MANE 5.00 205.53 230.00 1.34 5.00 205.53 230.00 1.34
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2249E+02 EXCESS= .0000E+00 OUTFLOW= .2250E+02 BASIN STORAGE= .3321E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RWA01 MANE 5.00 204.27 230.00 1.33 5.00 204.27 230.00 1.33
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2232E+02 EXCESS= .0000E+00 OUTFLOW= .2233E+02 BASIN STORAGE= .3300E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RWA01 MANE 5.00 201.75 230.00 1.31 5.00 201.75 230.00 1.31
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2198E+02 EXCESS= .0000E+00 OUTFLOW= .2200E+02 BASIN STORAGE= .3222E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RWA01 MANE 5.00 199.68 230.00 1.29 5.00 199.68 230.00 1.29
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2170E+02 EXCESS= .0000E+00 OUTFLOW= .2171E+02 BASIN STORAGE= .3520E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RWA01 MANE 5.00 197.91 230.00 1.28 5.00 197.91 230.00 1.28
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2146E+02 EXCESS= .0000E+00 OUTFLOW= .2148E+02 BASIN STORAGE= .3505E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCWA04 MANE 5.00 317.92 240.00 1.33 5.00 317.92 240.00 1.33
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3624E+02 EXCESS= .0000E+00 OUTFLOW= .3625E+02 BASIN STORAGE= .3343E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA04 MANE 5.00 315.65 240.00 1.32 5.00 315.65 240.00 1.32
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3594E+02 EXCESS= .0000E+00 OUTFLOW= .3596E+02 BASIN STORAGE= .3328E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA04 MANE 5.00 311.09 240.00 1.30 5.00 311.09 240.00 1.30
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3536E+02 EXCESS= .0000E+00 OUTFLOW= .3538E+02 BASIN STORAGE= .3176E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA04 MANE 5.00 307.14 240.00 1.28 5.00 307.14 240.00 1.28
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3488E+02 EXCESS= .0000E+00 OUTFLOW= .3489E+02 BASIN STORAGE= .3412E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCWA04 MANE 5.00 303.93 240.00 1.26 5.00 303.93 240.00 1.26
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3448E+02 EXCESS= .0000E+00 OUTFLOW= .3449E+02 BASIN STORAGE= .3396E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCWA09 MANE 1.53 401.31 242.17 1.34 5.00 395.79 240.00 1.34
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4773E+02 EXCESS= .0000E+00 OUTFLOW= .4773E+02 BASIN STORAGE= .3943E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA09 MANE 1.54 398.31 241.08 1.33 5.00 392.30 240.00 1.33
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4734E+02 EXCESS= .0000E+00 OUTFLOW= .4734E+02 BASIN STORAGE= .3504E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA09 MANE 1.54 393.07 241.98 1.30 5.00 386.59 240.00 1.31
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4656E+02 EXCESS= .0000E+00 OUTFLOW= .4656E+02 BASIN STORAGE= .3763E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA09 MANE 1.55 387.83 241.21 1.29 5.00 380.81 240.00 1.29
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4592E+02 EXCESS= .0000E+00 OUTFLOW= .4592E+02 BASIN STORAGE= .3382E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA09 MANE 1.55 384.30 241.86 1.27 5.00 376.98 240.00 1.27
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4537E+02 EXCESS= .0000E+00 OUTFLOW= .4537E+02 BASIN STORAGE= .3405E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
CWA11-C MANE 2.78 218.49 231.10 1.34 5.00 217.67 230.00 1.34
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2538E+02 EXCESS= .0000E+00 OUTFLOW= .2538E+02 BASIN STORAGE= .5484E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
CWA11-C MANE 2.79 216.40 231.59 1.33 5.00 215.63 230.00 1.33
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2516E+02 EXCESS= .0000E+00 OUTFLOW= .2516E+02 BASIN STORAGE= .6524E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
CWA11-C MANE 2.80 212.42 229.78 1.31 5.00 212.41 230.00 1.30
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2471E+02 EXCESS= .0000E+00 OUTFLOW= .2471E+02 BASIN STORAGE= .5282E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
CWA11-C MANE 2.81 210.06 230.58 1.29 5.00 209.55 230.00 1.29
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2435E+02 EXCESS= .0000E+00 OUTFLOW= .2435E+02 BASIN STORAGE= .5794E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
CWA11-C MANE 2.82 207.37 231.29 1.27 5.00 206.48 230.00 1.27
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2404E+02 EXCESS= .0000E+00 OUTFLOW= .2404E+02 BASIN STORAGE= .6625E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWA10D MANE 1.88 327.26 242.72 1.13 5.00 327.00 240.00 1.13
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6164E+02 EXCESS= .0000E+00 OUTFLOW= .6164E+02 BASIN STORAGE= .2136E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWA10D MANE 1.88 326.77 241.00 1.12 5.00 326.48 240.00 1.12
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6128E+02 EXCESS= .0000E+00 OUTFLOW= .6128E+02 BASIN STORAGE= .2478E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWA10D MANE 1.89 325.84 241.30 1.11 5.00 325.42 240.00 1.11
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6055E+02 EXCESS= .0000E+00 OUTFLOW= .6055E+02 BASIN STORAGE= .2201E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWA10D MANE 1.89 324.99 241.59 1.10 5.00 324.45 240.00 1.10
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5996E+02 EXCESS= .0000E+00 OUTFLOW= .5996E+02 BASIN STORAGE= .2226E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWA10D MANE 1.89 324.39 241.78 1.09 5.00 323.72 240.00 1.09
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5946E+02 EXCESS= .0000E+00 OUTFLOW= .5946E+02 BASIN STORAGE= .2147E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCLC14 MANE 2.47 1416.04 230.09 1.46 5.00 1414.89 230.00 1.46
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2459E+03 EXCESS= .0000E+00 OUTFLOW= .2459E+03 BASIN STORAGE= .8851E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCLC14 MANE 2.48 1405.71 230.76 1.45 5.00 1398.97 230.00 1.45
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2439E+03 EXCESS= .0000E+00 OUTFLOW= .2439E+03 BASIN STORAGE= .8591E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCLC14 MANE 2.49 1387.80 231.91 1.42 5.00 1382.30 230.00 1.42
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2401E+03 EXCESS= .0000E+00 OUTFLOW= .2401E+03 BASIN STORAGE= .8039E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCLC14 MANE 2.50 1374.80 230.32 1.41 5.00 1371.04 230.00 1.41
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2371E+03 EXCESS= .0000E+00 OUTFLOW= .2371E+03 BASIN STORAGE= .7594E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCLC14 MANE 2.51 1360.84 231.27 1.39 5.00 1352.71 230.00 1.39
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2344E+03 EXCESS= .0000E+00 OUTFLOW= .2344E+03 BASIN STORAGE= .7308E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCRMEDET MANE 1.59 2421.30 240.98 1.26 5.00 2419.33 240.00 1.26
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7209E+03 EXCESS= .0000E+00 OUTFLOW= .7209E+03 BASIN STORAGE= .7462E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCRMEDET MANE 1.59 2403.23 241.71 1.25 5.00 2400.81 240.00 1.25
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7151E+03 EXCESS= .0000E+00 OUTFLOW= .7151E+03 BASIN STORAGE= .7179E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCRMEDET MANE 1.60 2375.89 241.23 1.23 5.00 2372.88 240.00 1.23
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7040E+03 EXCESS= .0000E+00 OUTFLOW= .7040E+03 BASIN STORAGE= .6758E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCRMEDET MANE 1.60 2352.86 240.50 1.22 5.00 2351.54 240.00 1.22
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6950E+03 EXCESS= .0000E+00 OUTFLOW= .6950E+03 BASIN STORAGE= .6372E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCRMEDET MANE 1.61 2332.55 241.42 1.20 5.00 2328.15 240.00 1.20
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6872E+03 EXCESS= .0000E+00 OUTFLOW= .6872E+03 BASIN STORAGE= .6129E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWA10NW MANE 1.50 262.40 249.00 -1.00 5.00 261.66 250.00 -1.00
FOR PLAN = 1 RATIO= .00
RWA10NW MANE 1.50 258.15 249.00 -1.00 5.00 257.55 250.00 -1.00
FOR PLAN = 1 RATIO= .00
RWA10NW MANE 1.50 249.92 249.00 -1.00 5.00 249.64 250.00 -1.00
FOR PLAN = 1 RATIO= .00
RWA10NW MANE 1.50 242.44 250.50 -1.00 5.00 242.39 250.00 -1.00
FOR PLAN = 1 RATIO= .00
RWA10NW MANE 1.50 237.46 250.50 -1.00 5.00 237.19 250.00 -1.00
FOR PLAN = 1 RATIO= .00
RWA13D MANE 3.41 232.76 248.62 1.24 5.00 229.80 250.00 1.24
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2429E+02 EXCESS= .0000E+00 OUTFLOW= .2429E+02 BASIN STORAGE= .3323E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWA13D MANE 3.43 225.98 250.10 1.23 5.00 225.98 250.00 1.23
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2398E+02 EXCESS= .0000E+00 OUTFLOW= .2398E+02 BASIN STORAGE= .3528E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWA13D MANE 3.47 219.53 249.83 1.20 5.00 219.24 250.00 1.20
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2340E+02 EXCESS= .0000E+00 OUTFLOW= .2340E+02 BASIN STORAGE= .3888E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWA13D MANE 3.51 214.42 249.06 1.17 5.00 213.42 250.00 1.17
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2289E+02 EXCESS= .0000E+00 OUTFLOW= .2290E+02 BASIN STORAGE= .3535E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWA13D MANE 3.54 211.38 247.91 1.15 5.00 208.64 250.00 1.15
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2246E+02 EXCESS= .0000E+00 OUTFLOW= .2247E+02 BASIN STORAGE= .3361E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCLC16 MANE 2.28 2770.44 241.90 1.26 5.00 2762.79 245.00 1.26
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7673E+03 EXCESS= .0000E+00 OUTFLOW= .7673E+03 BASIN STORAGE= .1194E-01 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCLC16 MANE 2.29 2751.43 242.65 1.25 5.00 2743.44 245.00 1.25
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7611E+03 EXCESS= .0000E+00 OUTFLOW= .7611E+03 BASIN STORAGE= .1152E-01 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCLC16 MANE 2.30 2708.63 244.18 1.23 5.00 2703.12 245.00 1.23
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7489E+03 EXCESS= .0000E+00 OUTFLOW= .7489E+03 BASIN STORAGE= .1094E-01 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCLC16 MANE 2.32 2676.77 243.12 1.22 5.00 2673.67 245.00 1.22
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7392E+03 EXCESS= .0000E+00 OUTFLOW= .7392E+03 BASIN STORAGE= .1032E-01 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCLC16 MANE 2.33 2647.40 244.30 1.20 5.00 2644.30 245.00 1.20
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7307E+03 EXCESS= .0000E+00 OUTFLOW= .7307E+03 BASIN STORAGE= .9856E-02 PERCENT ERROR= .0
*** NORMAL END OF HEC-1 ***