1***************************************** ***************************************
* * * *
* FLOOD HYDROGRAPH PACKAGE (HEC-1) * * U.S. ARMY CORPS OF ENGINEERS *
* JUN 1998 * * HYDROLOGIC ENGINEERING CENTER *
* VERSION 4.1 * * 609 SECOND STREET *
* * * DAVIS, CALIFORNIA 95616 *
* RUN DATE 03MAY13 TIME 16:30:41 * * (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 CLARK COUNTY REGIONAL FLOOD CONTROL DISTRICT 2008 MASTER PLAN UPDATE
2 ID UPPER AND LOWER NORTHERN LAS VEGAS WASH WATERSHEDS
3 ID RECOMMENDED DRAINAGE SYSTEM WITH ULTIMATE DEVELOPMENT
4 ID INPUT FILE = WEST8.DAT
5 ID INPUT FILE DATE = MAY 2008
6 ID DESIGN STORM = 100-YEAR 6-HOUR STORM
7 ID STORM DISTRIBUTION = SDN3
8 ID MODELED BY PBS&J (KRYSTLE PEMBERTON, E.I., CFM)
9 ID CHECKED BY PBS&J (HARSHAL B. DESAI, P.E., CFM)
10 ID STORM CENTERING = WEST TRIBUTARY
11 ID DOWNSTREAM OF THE UPPER LAS VEGAS WASH DETENTION BASIN TO THE MOST
12 ID DOWNSTREAM POINT IN THE LOWER NORTHERN LAS VEGAS WASH WATERSHED
13 ID
14 ID REFERENCED HYDROLOGIC MODELS:
15 ID REVISED FINAL DESIGN REPORT FOR THE RANCHO DETENTION BASIN
16 ID PHASE II (VTN 2006)
17 ID RESPONSE TO COMMENTS ON THE CONCEPTUAL DRAINAGE STUDY FOR
18 ID NORTH LAS VEGAS 600-ACRE SITE (GC WALLACE 2006)
19 ID SECOND RESPONSE TO COMMENTS OF THE CONCEPTUAL DRAINAGE STUDY
20 ID FOR NORTH LAS VEGAS 2074-ACRE SITE (GC WALLACE 2006)
21 ID BASIN MAPS FOR SUPPLEMENT #2 TO ADDENDUM #2 TO THE MASTER
22 ID DRAINAGE STUDY FOR CLIFF'S EDGE/ PROVIDENCE (VTN 2004)
23 ID MASTER DRAINAGE STUDY FOR KYLE CANYON (GC WALLACE 2006)
24 ID TECHNICAL DRAINAGE STUDY FOR GRAND TETON DRIVE STROM DRAIN
25 ID AND AREA 1 ROADWAY IMPROVEMENTS (GC WALLACE 2006)
26 ID 90% FINAL DESIGN REPORT FOR RANCHO ROAD SYSTEM - EL CAMPO
27 ID GRANDE STORM DRAIN PROJECT (PBS&J 2007)
28 ID MPA FOR RACEL STREET COLLECTOR (LOUIS BERGER JANUARY 2007)
29 ID HYDROLOGIC MODEL FOR FLOYD LAMB NORTH AND SOUTH ENVIRONMENTAL
30 ID ENHANCEMENT AREAS (LOUIS BERGER DECEMBER 7, 2007)
31 ID
32 ID UPDATED BY THE LOUIS BERGER GROUP INC FOR THE RANCHO-FORT
33 ID APACHE STORM DRAIN PROJECT. MODEL WAS TRUNCATED TO INCLUDE ONLY
34 ID THE WATERSHEDS FOR THE FORT APCHE STORM DRAIN AND DETENTION BASIN.
35 ID INPUT FILE = FASD-TR.DAT
36 ID INPUT FILE DATE = MAY 2013
37 ID MODELED BY LBG (RUFIN INOS, E.I. AND FRED RETZLAFF, P.E.)
38 ID CHECKED BY LBG (JEFFREY, S DOUGLAS, P.E., CFM)
39 ID
40 ID
41 ID JR CARDS CONTAIN DARFS BASED ON THE FOLLOWING VALUES:
42 ID
43 ID AREA (SQUARE MILES) DARF
44 ID 0 - 0.5 0.99
45 ID 0.5 - 1 0.975
46 ID 1 - 2 0.95
47 ID 2 - 3 0.925
48 ID 3 - 4 0.915
49 ID 4 - 5 0.908
50 ID 5 - 6 0.903
51 ID 6 - 7 0.895
52 ID 7 - 8 0.885
53 ID
1 HEC-1 INPUT PAGE 2
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
54 IT 5 0 0 200
55 IO 5 0 0
56 IN 5 0 0
57 JR PREC 0.99 0.975 0.95 0.925 0.915 0.908 0.903 0.895 0.885
*
58 KK NW27-C
59 BA 0.148
60 PB 3.06
61 PC 0.000 0.020 0.057 0.070 0.087 0.108 0.124 0.130 0.130 0.130
62 PC 0.130 0.130 0.130 0.133 0.140 0.142 0.148 0.158 0.172 0.181
63 PC 0.190 0.197 0.199 0.200 0.201 0.204 0.214 0.229 0.241 0.249
64 PC 0.251 0.256 0.270 0.278 0.281 0.283 0.295 0.322 0.352 0.409
65 PC 0.499 0.590 0.710 0.744 0.781 0.812 0.819 0.835 0.851 0.856
66 PC 0.860 0.868 0.876 0.888 0.910 0.926 0.937 0.950 0.970 0.976
67 PC 0.982 0.985 0.987 0.989 0.990 0.993 0.993 0.994 0.995 0.998
68 PC 0.998 0.999 1.000
69 LS 0 90.0
70 UD 0.234
*
71 KK RN27-C
72 KM ROUTE NW27-C TO CNW26-C
73 KM FACILITY = ELKHORN AND HUALAPAI
74 KM FACILITY ID-MILE = EKHU 0023
75 KM LINING = RCAP
76 RD 2300 0.009 0.015 0 TRAP 8 0
*
77 KK NW26-C
78 BA 0.367
79 PB 3.09
80 LS 0 90.3
81 UD 0.325
*
82 KK CNW26-C
83 KM COMBINE NW26-C AND RN27-C
84 HC 2
*
85 KK RN26-C
86 KM ROUTE CN26-C TO DNW26-C
87 KM FACILITY = ELKHORN AND HUALAPAI
88 KM FACILITY ID-MILE = EKHU 0000,0001,0003,0020
89 KM LINING = RCAP
90 KM 419 CFS IN EXISTING 6'X4' RCA AND 219 AS SURFACE FLOW
91 RD 1250 0.036 0.015 0 TRAP 6 0
*
1 HEC-1 INPUT PAGE 3
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
92 KK NW53-CC
93 KM NEW BASIN FOR FLOW IN HUALAPAI LOCAL STORM DRAIN
94 BA 0.099
95 PB 2.85
96 LS 0 87.2
97 UD 0.191
*
98 KKCNW53-CC
99 KM COMBINE FLOWS AT ELKHORN & HUALAPAI
100 KM ADDED BY LBG FOR RANCHO-FT APACHE STORM DRAIN
101 HC 2
*
102 KK DNW26-C
103 KM INTERSECTION OF HUALAPAI AND ELKHORN
104 KM FIRST 631 GOES EAST IN RCBH 0295
105 KM REMAINING FLOW GOES SOUTH IN BCHU 0054
106 DTDOUTFLOW
107 DI 0 631 733 7102
108 DQ 0 631 631 7000
*
*
* KKDNW26-C
* KM190 CFS IN FACILITY AND 132 CFS SURFACE FLOW
* KMGO SOUTH ON HUALAPAI AND REMAINING FLOW GOES EAST
* KMPER "SUPPLEMENT #2 TO ADDENDUM #2 TO THE TDS FOR
* KMCLIFFS EDGE" PREPARED BY VTN (FIGURE 5-N AND 5-S)
* KMTHE FLOW GOING SOUTH WAS REDUCED BY 100 CFS TO
* KMKEEP THE FORT APACHE DB FROM OVERTOPPING
* DTDOUTFLOW
* DI0 222 500 1000 5000
* DQ0 0 278 778 4778
*
109 KK RC26-C
110 KM ROUTE DNW26-C TO CBA3-C
111 KM FACILITY = BELTWAY CHANNEL - HUALAPAI
112 KM FACILITY ID-MILE = BCHU 0054,0042,0040
113 KM LINING = RCP
114 RD 1445 0.014 0.013 0 CIRC 5 0
*
*
115 KK DC26-C
116 KM ELIMINATED FLOW SPLIT AT DORRELL AND HUALAPAI BY LBG
117 DT DNW77-C
118 DI 0 120 150 200 500 1000 5000
119 DQ 0 0 0 0 0 0 0
*
*
* KKDC26-C
* KMDIVERT 120 CFS FROM RC26-C TO NW77-C
* KMIN PROPOSED LOCAL FACILITY AND STREETS
* KMREMAINING FLOW ROUTED TO CDMNA1
* KMREFERENCED FROM "REVISED FINAL DESIGN REPORT -
* KMRANCHO DETENTION BASIN PHASE II" PREPARED BY VTN (JUNE 2006)
* KMREFERENCE NODE: DCE3
* DTDNW77-C
* DI0 120 150 200 500 1000 5000
* DQ0 120 120 120 120 120 120
*
1 HEC-1 INPUT PAGE 4
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
120 KK NWBA3-C
121 BA 0.327
122 PB 3.11
123 LS 0 89.7
124 UD 0.313
*
125 KK CBA3-C
126 KM COMBINE NWBA3-C AND DC26-C
127 KM DORRELL AND HUALAPAI
128 HC 2
*
129 KKRDWBA3-C
130 KM ROUTE CBA3-C TO CMNA1
131 KM FACILITY = BELTWAY CHANNEL - HUALAPAI
132 KM FACILITY ID-MILE = BCHU 0017
133 KM LINING = RCAP
134 RD 1360 0.013 0.015 0 TRAP 8 0
*
*
135 KK DBA3-C
136 KM ELIMINATED FLOW SPLIT AT DEER SPRINGS AND HUALAPAI BY LBG
137 DTDNWBA6-C
138 DI 0 11 50 100 500 1000
139 DQ 0 0 0 0 0 0
*
* KKDBA3-C
* KMDIVERT 11 CFS FROM RDWBA3-C TO NWBA6-C
* KMREMAINING FLOW COMBINES AT CMNA1
* KMREFERENCED FROM "REVISED FINAL DESIGN REPORT -
* KMRANCHO DETENTION BASIN PHASE II" PREPARED BY VTN (JUNE 2006)
* KMREFERENCE NODE: DCE4
* DTDNWBA6-C
* DI0 11 50 100 500 1000
* DQ0 11 11 11 11 11
*
140 KKR2WBA3-C
141 KM ROUTE DBA3-C TO CMNA1
142 KM FACILITY = BELTWAY CHANNEL - HUALAPAI
143 KM FACILITY ID-MILE = BCHU 0000
144 KM LINING = RCAP
145 RD 853 0.011 0.015 0 TRAP 12 0
*
146 KK CDMNA1
147 BA 0.481
148 PB 3.12
149 LS 0 90.8
150 UD 0.344
*
1 HEC-1 INPUT PAGE 5
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
151 KK CMNA1
152 KM COMBINE CDMNA1 AND R2WBA3-C
153 KM RANCHO ROAD SYSTEM-BELTWAY @ HUALAPAI WAY
154 HC 2
*
155 KK RCMNA1
156 KM ROUTE CMNA1 TO FADBIN
157 KM FACILITY = RANCHO ROAD SYSTEM - BELTWAY
158 KM FACILITY # = RCBC 0096,0051,0048,0012,0009,0007
159 KM LINING = CONCRETE
160 RD 5160 0.034 0.015 0 TRAP 12 0
*
161 KKNWBC2-CC
162 BA 0.205
163 PB 3.03
164 LS 0 81.8
165 UD 0.263
*
166 KK FADBIN1
167 KM COMBINE RCMNA1 AND NWBC2-C
168 HC 2
*
169 KKDFADBIN1
170 KM DIVERT OUT FLOW INTO DETENTION BASIN. RETRIEVE AFTER
171 KM FLOW SPLIT AT GRAND CANYON AND DEER SPRINGS IS CALCULATED.
172 DT DFADB
173 DI 0 9000.1
174 DQ 0 9000.0
*
175 KK NW53-CA
176 BA 0.064
177 PB 2.85
178 LS 0 79.1
179 UD 0.176
*
180 KK SEV
181 KM FLOW SPLIT AT SEVERENCE & GRAND CANYON
182 KM REMAINING FLOW GOES EAST ON SEVERENCE
183 KM PIMA COUNTY METHOD
184 DT DSGC
185 DI 0 50 100 150 200 250 350 500 750
186 DQ 0 9 16 23 29 38 60 80 129
*
*
*
* ***************
* NEW BASIN
* ***************
*
1 HEC-1 INPUT PAGE 6
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
187 KKNW66-CI2
188 BA 0.024
189 PB 2.85
190 LS 0 84.0
191 UD 0.162
*
192 KK CCI2
193 HC 2
*
*
* ***************
* NEW BASIN
* ***************
*
194 KKNW66-CI3
195 BA 0.024
196 PB 2.85
197 LS 0 84.1
198 UD 0.163
*
199 KK CCI3
200 HC 2
*
201 KK SGC
202 KM FLOW AT INTERSECTION OF TEE PEE AND SEVERANCE
203 KM NO FLOW SPLIT, ALL FLOW CONTINUES EAST ALONG
204 KM SEVERANCE.
205 DT DSEV
206 DI 0 3000.1
207 DQ 0 3000.0
*
208 KKDOUTFLOW
209 KM RETIREVE DOUTFLOW FLOWING EAST ON ELKHORN
210 DRDOUTFLOW
*
211 KKRDOUTFLW
212 KM ROUTE DOUTFLOW TO CNW53-C
213 KM FACILITY = RANCHO ROAD SYSTEM - BELTWAY
214 KM FACILITY # = RCHB 0295
215 KM LINING = RCB
216 RD 2925 0.033 0.015 0 TRAP 7 0
*
* ***************
* REVISE BASIN
* ***************
*
1 HEC-1 INPUT PAGE 7
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
217 KK NW53-CB
218 BA 0.128
219 PB 2.85
220 LS 0 79.8
221 UD 0.210
*
222 KK DSGC
223 KM RETRIEVE DSGC FLOWING SOUTH ON GRAND CANYON
224 DR DSGC
*
225 KK CNW53-C
226 KM COMBINE FLOWS AT ELKHORN AND GRAND CANYON
227 HC 4
*
228 KKRCNW53-C
229 KM ROUTE CNW53-C TO CNW66-C
230 KM ROUTE ELK AND GC TO ELK AND FT APACHE
231 KM FACILITY = RANCHO ROAD SYSTEM - BELTWAY
232 KM FACILITY # = RCHB 0295
233 KM LINING = RCB
234 RD 2600 0.033 0.015 0 TRAP 7 0
*
235 KK NW66-CA
236 BA 0.067
237 PB 2.91
238 LS 0 84.0
239 UD 0.166
*
240 KK C66-CA
241 HC 2
*
242 KK NW66-CB
243 BA 0.010
244 PB 2.91
245 LS 0 77.5
246 UD 0.129
*
247 KK C66-CB
248 KM FLOW IN RCHB 0295 JUST WEST OF INTERSECTION
249 KM OF ELKHORN AND FORT APACHE
250 HC 2
*
1 HEC-1 INPUT PAGE 8
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
251 KKNW66-CJ6
252 BA 0.006
253 PB 2.85
254 LS 0 84.0
255 UD 0.101
*
256 KK D66CJ6
257 KM PART OF FLOW GOES INTO 60" STORM DRAIN
258 KM THE REMAINDER TRAVELS IN THE STREET SOUTH ON FT APACHE
259 DT S66CJ6
260 DI 0 4 1004
261 DQ 0 0 1000
*
262 KK R66CJ6
263 KM ROUTE STORM DRAIN FLOWS TO GOLD LAKE AVE
264 RD 243 0.0050 0.013 0 CIRC 5 0
*
265 KKNW66-CJ2
266 BA 0.018
267 PB 2.85
268 LS 0 84.0
269 UD 0.128
*
270 KK D66CJ2
271 KM PART OF FLOW GOES INTO 60" STORM DRAIN
272 KM THE REMAINDER TRAVELS IN THE STREET SOUTH ON FT APACHE
273 DT S66CJ2
274 DI 0 4 1004
275 DQ 0 0 1000
*
276 KK C66-CJ2
277 HC 2
*
278 KK R66CJ2
279 KM ROUTE STORM DRAIN FLOWS TO THUNDER BASIN AVE
280 RD 244 0.0050 0.013 0 CIRC 5 0
*
281 KKNW66-CJ4
282 BA 0.006
283 PB 2.85
284 LS 0 84.0
285 UD 0.102
*
1 HEC-1 INPUT PAGE 9
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
286 KK D66CJ4
287 KM PART OF FLOW GOES INTO 60" STORM DRAIN
288 KM THE REMAINDER TRAVELS IN THE STREET SOUTH ON FT APACHE
289 DT S66CJ4
290 DI 0 4 1004
291 DQ 0 0 1000
*
292 KK C66CJ4A
293 KM COMBINE STORM DRAIN FLOWS AT THUNDER BASIN
294 HC 2
*
295 KK S66CJ6
296 DR S66CJ6
*
297 KK RS66CJ6
298 KM ROUTE STREET FLOW TO THUNDER BASIN
299 RD 490 0.0065 0.016 0 TRAP 0 50
*
300 KK S66CJ2
301 DR S66CJ2
*
302 KK RS66CJ6
303 KM ROUTE STREET FLOW TO THUNDER BASIN
304 RD 244 0.0065 0.016 0 TRAP 0 50
*
305 KK THB
306 KM COMBINE STREET FLOW AT THUNDER BASIN & FT APACHE
307 HC 2
*
308 KK DTHB
309 KM PART OF FLOW GOES INTO 60" STORM DRAIN
310 KM THE REMAINDER TRAVELS IN THE STREET SOUTH ON FT APACHE
311 DT STHB
312 DI 0 12 1012
313 DQ 0 0 1000
*
314 KK C66CJ4B
315 HC 2
*
316 KK R66CJ4
317 KM ROUTE STORM DRAIN FLOWS TO OUTER BANKS AVE
318 RD 244 0.0050 0.013 0 CIRC 5 0
*
1 HEC-1 INPUT PAGE 10
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
319 KKNW66-CJ3
320 BA 0.017
321 PB 2.85
322 LS 0 84.3
323 UD 0.127
*
324 KK D66CJ3
325 KM PART OF FLOW GOES INTO 60" STORM DRAIN
326 KM THE REMAINDER TRAVELS IN THE STREET SOUTH ON FT APACHE
327 DT S66CJ3
328 DI 0 4 1004
329 DQ 0 0 1000
*
330 KK C66CJ3A
331 KM COMBINE FLOWS IN STORM DRAIN AT OUTER BANKS AVE
332 HC 2
*
333 KK R66CJ3A
334 KM ROUTE STORM DRAIN FLOWS TO OLYMPIA
335 RD 78 0.0050 0.013 0 CIRC 5 0
*
336 KK STHB
337 KM RETRIEVE STREET FLOW FROM THUNDER BASIN AT OUTER BANKS AVE
338 DR STHB
*
339 KK S66CJ4
340 KM RETRIEVE STREET FLOW FROM NW66-CJ4
341 DR S66CJ4
*
342 KK CS66CJ4
343 KM COMBINE STREET FLOW AND ROUTE TO OUTER BANK
344 HC 2
*
345 KK RS66CJ6
346 KM ROUTE STREET FLOW TO OUTER BANKS
347 RD 244 0.0065 0.016 0 TRAP 0 50
*
348 KK S66CJ3
349 DR S66CJ3
*
1 HEC-1 INPUT PAGE 11
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
350 KK CS66CJ3
351 KM COMBINE STREET FLOWS JUST SOUTH OF OUTER BANKS AVE
352 HC 2
*
353 KK DS66CJ3
354 KM PART OF FLOW GOES INTO 60" STORM DRAIN
355 KM THE REMAINDER TRAVELS IN THE STREET SOUTH ON FT APACHE
356 DT S66CJ3B
357 DI 0 22 1022
358 DQ 0 0 1000
*
359 KKCS66CJ3B
360 KM COMBINE FLOWS IN STORM DRAIN JUST SOUTH OF OUTER BANKS AVE
361 HC 2
*
362 KK R66CJ3
363 KM ROUTE STORM DRAIN FLOWS TO OLYMPIA
364 RD 167 0.0050 0.013 0 CIRC 5 0
*
365 KKNW66-CJ5
366 BA 0.010
367 PB 2.85
368 LS 0 84.1
369 UD 0.117
*
370 KK D66CJ5
371 KM PART OF FLOW GOES INTO 60" STORM DRAIN
372 KM THE REMAINDER TRAVELS IN THE STREET SOUTH ON FT APACHE
373 DT S66CJ5
374 DI 0 4 1004
375 DQ 0 0 1000
*
376 KK C66CJ5
377 KM COMBINE FLOWS IN STORM DRAIN AT OLYMPIA
378 HC 2
*
379 KK R66CJ5
380 KM ROUTE STORM DRAIN FLOWS TO SEVERENCE
381 RD 112 0.0050 0.013 0 CIRC 5 0
*
382 KK S66CJ3B
383 KM RETRIEVE STREET FLOW AT OLYMPIA
384 DR S66CJ3B
*
1 HEC-1 INPUT PAGE 12
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
385 KK RS66CJ6
386 KM ROUTE STREET FLOW TO OLYMPIA
387 RD 244 0.0065 0.016 0 TRAP 0 50
*
388 KK S66CJ5
389 KM RETRIEVE BYPASS FLOW AT OLYMPIA CUL-DE-SAC
390 DR S66CJ5
*
391 KK C66CJ5
392 KM COMBINE REMAINING STREET FLOWS INTO STORM DRAIN
393 HC 3
*
394 KK FAP&SEV
395 KM RETRIEVE FLOWS FROM SEVERENCE & TEE PEE
396 KM STREET FLOW ON SEVERANCE FROM THE WEST
397 DR DSEV
*
398 KK CFA&SV
399 KM FLOW AT INTERSECTION OF SEVERANCE AND FORT APACHE
400 HC 2
*
* KK RSFTAP
* KM ROUTE FLOW IN LOCAL 60" RCP FACLILITY IN FORT APACHE
* KM FROM SEVERANCE TO ELKHORN
* RD 1300 0.005 0.013 0 CIRC 5 0
*
401 KK NW66-CG
402 BA 0.010
403 PB 2.86
404 LS 0 84.1
405 UD 0.110
*
406 KK D66CG
407 KM PART OF FLOW GOES INTO 60" STORM DRAIN
408 KM THE REMAINDER TRAVELS IN THE STREET SOUTH ON FT APACHE
409 KM TO THE INTERSECTION WITH ELKHORN
410 DT 66CG
411 DI 0 7 1007
412 DQ 0 0 1000
*
413 KK CCG
414 HC 2
*
1 HEC-1 INPUT PAGE 13
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
415 KK RCCG
416 RD 248 0.0050 0.013 0 CIRC 5 0
*
417 KK NW66-CF
418 BA 0.012
419 PB 2.86
420 LS 0 84.0
421 UD 0.121
*
422 KK D66CF
423 KM PART OF FLOW GOES INTO 60" STORM DRAIN
424 KM THE REMAINDER TRAVELS IN THE STREET SOUTH ON FT APACHE
425 KM TO THE INTERSECTION WITH ELKHORN
426 DT 66CF
427 DI 0 7 1007
428 DQ 0 0 1000
*
429 KK C66-CF
430 HC 2
*
431 KK R66CF
432 RD 260 0.0072 0.013 0 CIRC 5 0
*
433 KK NW66-CE
434 BA 0.010
435 PB 2.86
436 LS 0 84.0
437 UD 0.121
*
438 KK D66CE
439 KM PART OF FLOW GOES INTO 60" STORM DRAIN
440 KM THE REMAINDER TRAVELS IN THE STREET SOUTH ON FT APACHE
441 KM TO THE INTERSECTION WITH ELKHORN
442 DT 66CE
443 DI 0 7 1007
444 DQ 0 0 1000
*
445 KK C66-CE
446 HC 2
*
447 KK R66CE
448 RD 234 0.0082 0.013 0 CIRC 5 0
*
1 HEC-1 INPUT PAGE 14
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
449 KK NW66-CD
450 BA 0.013
451 PB 2.87
452 LS 0 84.1
453 UD 0.121
*
454 KK D66CD
455 KM PART OF FLOW GOES INTO 60" STORM DRAIN
456 KM THE REMAINDER TRAVELS IN THE STREET SOUTH ON FT APACHE
457 KM TO THE INTERSECTION WITH ELKHORN
458 DT 66CD
459 DI 0 7 1007
460 DQ 0 0 1000
*
461 KK C66-CD
462 HC 2
*
463 KK R66CD
464 RD 247 0.0065 0.013 0 CIRC 5 0
*
465 KK NW66-CC
466 BA 0.009
467 PB 2.87
468 LS 0 84.1
469 UD 0.120
*
470 KK D66CC
471 KM PART OF FLOW GOES INTO 60" STORM DRAIN
472 KM THE REMAINDER TRAVELS IN THE STREET SOUTH ON FT APACHE
473 KM TO THE INTERSECTION WITH ELKHORN
474 DT 66CC
475 DI 0 7 1007
476 DQ 0 0 1000
*
477 KK C66-CC
478 HC 2
*
479 KK R66CC
480 KM ROUTE FLOW TO UPSTREAM END OF 5'X5' RCB
481 RD 105 0.0050 0.013 0 CIRC 5 0
*
1 HEC-1 INPUT PAGE 15
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
482 KK 66CG
483 KM RETRIEVE STREET FLOW AT OXBOW LAKE
484 DR 66CG
*
485 KK R66CG
486 KM ROUTE TO WHITE WATERFALL
487 RD 245 0.0082 0.016 0 TRAP 0 50
*
488 KK 66CF
489 KM RETRIEVE STREET FLOW AT WHITE WATERFALL
490 DR 66CF
*
491 KK C66CF
492 KM COMBINE FLOWS IN STREET
493 HC 2
*
494 KK RC66CF
495 KM ROUTE TO BROWNSTONE LEDGE
496 RD 245 0.0082 0.016 0 TRAP 0 50
*
497 KK 66CE
498 KM RETRIEVE STREET FLOW AT BROWNSTONE LEDGE
499 DR 66CE
*
500 KK C66CE
501 KM COMBINE FLOWS IN STREET
502 HC 2
*
503 KK RC66CE
504 KM ROUTE FLOWS TO ENCHANTED GROVE
505 RD 245 0.0082 0.016 0 TRAP 0 50
*
506 KK 66CD
507 KM RETRIEVE STREET FLOW AT ENCHANTED GROVE
508 DR 66CD
*
509 KK C66CD
510 KM COMBINE FLOWS IN STREET
511 HC 2
*
1 HEC-1 INPUT PAGE 16
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
512 KK RC66CD
513 KM ROUTE FLOWS TO BRONZE RIVER
514 RD 245 0.0082 0.016 0 TRAP 0 50
*
515 KK 66CC
516 KM RETRIEVE STREET FLOW AT BRONZE RIVER
517 DR 66CC
*
518 KK C66CC
519 KM COMBINE FLOWS IN STREET
520 HC 2
*
521 KK RC66CC
522 KM ROUTE FLOWS TO ELKHORN
523 RD 85 0.0082 0.016 0 TRAP 0 50
*
524 KK CRC66CC
525 KM COMBINE FLOWS IN 5'X5' RCB
526 HC 2
*
527 KK R5X5
528 KM ROUTE FLOWS TO RCB IN 5'X5' RCB
529 RD 235 0.04 0.016 0 TRAP 5 0
*
* KK CFTELKN
* KM CLOSED SYSTEM FLOW IN FORT APACHE NORTH OF ELKHORN
* HC 2
*
530 KK CFTELKS
531 KM CLOSED SYSTEM FLOW SOUTH OF INTERSTION OF
532 KM FORT APACHE AND ELKHORN
533 HC 2
*
534 KK RCW66-C
535 KM ROUTE CNW66-C TO CNW77-C
536 KM ROUTE FT APACHE AND ELKHORN TO
537 KM FORT APACHE AND WITTIG
538 KM FACILITY = RANCHO ROAD SYSTEM - BELTWAY
539 KM FACILITY ID-MILE = RCHB 0250
540 KM LINING = RCB
541 RD 650 0.01 0.013 0 TRAP 12 0
*
1 HEC-1 INPUT PAGE 17
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
542 KK NW77-CC
543 BA 0.007
544 PB 2.90
545 LS 0 84.6
546 UD 0.105
*
547 KK NW77-CD
548 BA 0.011
549 PB 2.90
550 LS 0 86.0
551 UD 0.120
*
552 KKCNW77-CD
553 HC 3
*
554 KK NW77-CE
555 KM FLOW IN WITTIG FROM THE WEST
556 BA 0.014
557 PB 2.90
558 LS 0 82.5
559 UD 0.119
*
560 KKCNW77-CE
561 KM FLOW IN RCB AT WITTIG
562 HC 2
*
563 KKRCNW77-CE
564 KM REVISED BY LBG
565 KM ROUTE NW77-CE TO NW77-CH RCB
566 KM FLOW IN RCB FROM WITTIG TO DORRELL
567 RD 300 0.01 0.013 0 TRAP 12 0
*
568 KK NW77-CF
569 BA 0.006
570 PB 2.90
571 LS 0 84.0
572 UD 0.105
*
573 KKCNW77-CF
574 HC 2
*
1 HEC-1 INPUT PAGE 18
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
575 KKRCNW77-CF
576 KM REVISED BY LBG
577 KM ROUTE FROM NW77-CF TO NW77-CH
578 RD 350 0.01 0.013 0 TRAP 12 0
*
579 KK NW77-CG
580 BA 0.007
581 PB 2.90
582 LS 0 84.0
583 UD 0.113
*
584 KKCNW77-CG
585 KM FLOW IN RCB NORTH OF FT APACHE AND DORRELL
586 HC 2
*
587 KK DNW77-C
588 KM RETRIEVE DNW77-C
589 DR DNW77-C
*
590 KK RDW77-C
591 KM REVISED BY LBG TO ROUTE DNW77-C TO CNW77-C
592 KM DORRELL FROM HUALAPAI TO GRAND CANYON
593 RD 2600 0.033 0.016 0 TRAP 0 50
*
594 KK NW77-CA
595 KM REVISED BY LBG
596 KM WEST PART OF NW77-C
597 BA 0.125
598 PB 2.98
599 LS 0 80.1
600 UD 0.206
*
601 KK CPT12
602 KM ADD FLOW FROM WEST DORRELL
603 HC 2
*
604 KK GC-DRINT
605 KM REVISED BY LBG TO DIVERT THE MAJORITY OF THE
606 KM FLOW SOUTH TO GRAND CANYON THE REMAINDER TRAVELS
607 KM EAST IN DORRELL STORM DRAIN PER INTERCEPTION
608 KM CAPACITY OF DUAL 20' DROP INLETS
609 DT GC
610 DI 0 94.0 100 109.0 115.0 218 233.0 500
611 DQ 0 47.8 51 56.0 59.3 120 129.2 307
*
1 HEC-1 INPUT PAGE 19
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
612 KK RCPT12
613 KM GRAND CANYON & DORRELL TO
614 KM TEE PEE & DORRELL
615 RD 1332 .0324 .016 0 TRAP 0 50
*
616 KK NW77-CB
617 KM REVISED BY LBG
618 KM NW77-C BETWEEN GRAND CANYON & TEEPEE
619 BA 0.066
620 PB 2.91
621 LS 0 83.7
622 UD 0.166
*
623 KK CDL
624 KM REVISED BY LBG
625 KM COMBINE FLOWS ON DORRELL LN AT TEE PEE LANE
626 HC 2
*
627 KK DORTP
628 KM FLOW SPLIT AT DORRELL & TEE PEE
629 KM PIMA COUNTY METHOD
630 KM FLOW CONTINUTES EAST ON DORRELL
631 KM FLOW DIVERTED OUT CONTINUES SOUTH ON TEE PEE
632 DT DDORTP
633 DI 0 50 100 150 200 250
634 DQ 0 8 17 25 34 43
*
635 KKRNW77-CB
636 KM REVISED BY LBG
637 KM DORRELL FROM TEE PEE LANE TO FORT APACHE RD
638 KM ROUTES FLOW FROM NW77-CB
639 RD 1350 0.032 .016 0 TRAP 0 50
*
640 KKNWBA6-CB
641 BA 0.005
642 PB 2.91
643 LS 0 84.3
644 UD 0.106
*
645 KK NW77-CH
646 BA 0.014
647 PB 2.90
648 LS 0 88.0
649 UD 0.119
*
1 HEC-1 INPUT PAGE 20
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
650 KK CPT2A
651 KM COMBINE FLOW AT FT APACHE
652 KM STREET FLOW AND CLOSED SYSTEM FLOW
653 KM IN DORRELL LANE FROM THE WEST
654 HC 3
*
655 KK CBA6-CB
656 KM FORT APACHE AND DORRELL
657 HC 2
*
658 KK RFASD1
659 KM ROUTE NW77-CE TO NWBA6-CD
660 KM ROUTE FT APACHE AND DORRELL TO
661 KM FT APACHE AND DEER SPRINGS
662 KM FACILITY = RANCHO ROAD SYSTEM - BELTWAY
663 KM FACILITY ID-MILE = RCHB 0250
664 KM LINING = RCB
665 RD 1300 0.01 0.013 0 TRAP 12 0
*
666 KKNWBA6-CD
667 BA 0.008
668 PB 2.91
669 LS 0 84.0
670 UD 0.061
*
671 KKNWBA6-CG
672 BA 0.005
673 PB 2.91
674 LS 0 84.0
675 UD 0.056
*
676 KKNWBA6-CH
677 BA 0.006
678 PB 2.91
679 LS 0 84.0
680 UD 0.081
*
681 KK CBA6-CD
682 KM FLOW IN RCB NORTH OF
683 KM FORT APACHE AND DEER SPRINGS
684 HC 4
*
1 HEC-1 INPUT PAGE 21
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
685 KKNWBA6-CA
686 BA 0.132
687 PB 2.95
688 LS 0 80.0
689 UD 0.236
*
690 KKDNWBA6-C
691 KM RETRIEVE DNWBA6-C
692 DRDNWBA6-C
*
693 KKRDWBA6-C
694 KM ROUTE DNWBA6-C TO CNWBA6-C
695 KM FLOW FROM HUALAPAI & DORRELL TO
696 KM DEER SPRINGS & GRAND CANYON
697 RD 2600 0.034 0.016 0 TRAP 0 50
*
698 KK CDSW
699 KM FLOW IN DEER SPRINGS FROM THE WEST
700 HC 2
*
701 KKDNWBA6C2
702 KM RETRIEVE FLOW FROM DORRELL & GRAND CANYON
703 DR GC
*
704 KKRDNWBA6C2
705 KM REVISED BY LBG
706 KM GRAND CANYON FROM DORRELL TO DEER SPRINGS
707 RD 1376 0.032 0.016 0 TRAP 0 50
*
708 KK CPT11A
709 KM REVISED BY LBG
710 KM COMBINE FLOWS AT GRAND CANYON & DEER SPRINGS
711 HC 2
*
712 KK CPT11B
713 KM REVISED BY LBG
714 KM FLOW SPLIT AT DEER SPRINGS AND GRAND CANYON
715 KM FIRST 60 CFS IS COLLECTED BY LOCAL STORM DRAIN IN DEER SPRINGS
716 KM FLOW DIVERTED OUT FLOWS TO FT APACHE DETENTION BASIN
717 DT GC2
718 DI 0 60 110 160 210 260 310 410
719 DQ 0 0 6 14 23 35 45 68
*
1 HEC-1 INPUT PAGE 22
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
720 KK RCPT11B
721 KM REVISED BY LBG TO ROUTE FLOW ON
722 KM DEER SPRINGS FROM GRAND CANYON TO TEE PEE
723 RD 1310 0.029 0.016 0 TRAP 0 50
*
724 KK DEERSP
725 KM RETRIEVE FLOW FROM DORRELL & TEE PEE
726 DR DDORTP
*
727 KK DEERSP
728 KM REVISED BY LBG TO ROUTE FLOW ON
729 KM TEE PEE FROM DORRELL TO DEER SPRINGS
730 RD 1341 0.009 0.016 0 TRAP 0 50
*
731 KKNWBA6-CF
732 BA 0.061
733 PB 2.95
734 LS 0 83.1
735 UD 0.170
*
736 KK CTEEPEE
737 KM COMBINE FLOWS AT DEER SPRINGS & TEE PEE
738 HC 3
*
739 KK DSTP
740 KM FLOW SPLIT AT DEER SPRINGS & TEE TEE
741 KM PIMA COUNTY METHOD
742 KM FLOW CONTINUES EAST ALONG DEER SPRINGS
743 DT DDSTP
744 DI 0 50 100 150 200 250 350
745 DQ 0 7 16 24 33 41 57
*
746 KK RDEER
747 KM REVISED BY LBG TO ROUTE FLOW ON
748 KM DEER SRPINGS FROM TEE PEE TO FORT APACHE
749 RD 1333 0.030 0.016 0 TRAP 0 50
*
750 KKNWBA6-CC
751 BA 0.033
752 PB 2.91
753 LS 0 84.3
754 UD 0.157
*
1 HEC-1 INPUT PAGE 23
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
755 KKNWBA6-CE
756 BA 0.006
757 PB 2.93
758 LS 0 84.1
759 UD 0.114
*
760 KK CBA6-CE
761 KM FLOW IN DEER SPRINGS JUST WEST OF
762 KM FT APACHE (DEER SPRINGS LATERAL DESIGN FLOW)
763 HC 3
*
764 KK CPT1A
765 KM COMBINE FLOWS IN FT APACHE STORM DRAIN
766 HC 2
*
767 KK RCPT1A
768 KM REVISED BY LBG TO ROUTE FLOW FROM
769 KM FORT APACHE RCB FROM DEER SPRINGS TO ECHELON
770 RD 656 0.0125 0.013 0 TRAP 12 0
*
771 KKNWBC2-CB
772 BA 0.031
773 PB 2.93
774 LS 0 84.0
775 UD 0.136
*
776 KK FTAP
777 KM COMBINE FLOWS AT FT APACHE JUST NORTH OF ECHELON
778 HC 2
*
779 KK ECH
780 KM RETRIEVE FLOWS FROM DEER SPRINGS & TEE PEE
781 DR DDSTP
*
782 KK RECH
783 KM REVISED BY LBG TO ROUTE FLOW ON
784 KM TEE PEE FROM DEER SPRINGS TO ECHELON
785 RD 667 0.0137 0.016 0 TRAP 0 50
*
786 KKNWBC2-CA
787 BA 0.030
788 PB 2.95
789 LS 0 82.7
790 UD 0.121
*
1 HEC-1 INPUT PAGE 24
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
791 KK CB2-CA
792 HC 2
*
793 KK RCECH
794 KM REVISED BY LBG TO ROUTE FLOW ON
795 KM ECHELON FROM TEE PEE TO FORT APACHE
796 RD 1317 0.0208 0.016 0 TRAP 0 50
*
797 KKNWBC2-CD
798 BA 0.010
799 PB 2.95
800 LS 0 82.4
801 UD 0.193
*
802 KK CP-EPL
803 KM ECHELON POINT LATERAL
804 HC 2
*
805 KK FTAP2
806 KM COMBINE FLOWS AT FT APACHE & ECHELON
807 HC 2
*
808 KK RFTAP2
809 KM ADDED BY LBG
810 KM ROUTE NWBC3A IN RANCHO-FT APACHE STORM DRAIN
811 RD 1300 0.014 0.015 0 TRAP 12 0
*
812 KK NWBC3A
813 KM REVISED BY LBG
814 BA 0.015
815 PB 2.87
816 LS 0 93.0
817 UD 0.101
*
818 KK BLTWY1
819 KM ADDED BY LBG
820 KM ADD FLOWS FROM THE WILLOWS AT TOWN CENTER
821 KM COMBINE FLOWS AT FT APACHE STORM DRAIN
822 HC 2
*
823 KK RBLTWY1
824 KM ADDED BY LBG
825 KM ROUTE NWBC3B IN RANCHO-FT APACHE STORM DRAIN
826 RD 350 0.021 0.015 0 TRAP 12 0
*
1 HEC-1 INPUT PAGE 25
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
827 KK NWBC3B
828 BA 0.009
829 PB 2.87
830 LS 0 93.0
831 UD 0.088
*
832 KK BLTWY2
833 KM ADD FLOWS FROM THE ECHELON
834 KM COMBINE FLOWS AT BELTWAY CHANNEL
835 HC 2
*
836 KK RCBA6-C
837 KM REVISED BY LBG
838 KM ROUTE CNWBA6-C TO CFADB
839 KM FACILITY = RANCHO ROAD SYSTEM - BELTWAY
840 KM FACILITY ID-MILE = RCHB 0250,0227,0198
841 KM LINING = RCB
842 RD 1050 0.022 0.015 0 TRAP 11 0
*
843 KK DRFADB
844 KM RETRIEVE FLOW INTO FORT APACHE DB
845 DR DFADB
*
846 KK DRGC2
847 KM RETRIEVE FLOW INTO FORT APACHE DB FROM GRAND CANYON
848 DR GC2
*
849 KK FADBIN
850 KM RANCHO ROAD SYSTEM-BELTWAY @ FORT APACHE
851 HC 2
*
852 KK FADB
853 KM FACILITY = FORT APACHE DETENTION BASIN
854 KM FACILITY ID-MILE = RCBC 0004
855 KM STORAGE VOLUME = 76 AC-FT
856 KM OUTLET = 54 INCH RCP WITH A 41" ORIFICE
857 KM 100-YEAR DISCHARGE =
858 KM SPILLWAY LENGTH = 417'
859 KM SPILLWAY HEIGHT =
860 KM SPILLWAY CREST ELEVATION = 2636'
861 KM SPILLWAY TYPE =
862 KM PMF DISCHARGE = 2341 CFS
863 KM TOP OF EMBANKMENT ELEVATION =
864 KM REFERENCED FROM "PRELIMINARY HYDRAULIC DESIGN REPORT FOR
865 KM WESTERN SEGMENT LAS VEGAS BELTWAY, INITIAL IMPROVEMENTS,
866 KM ANN ROAD TO EL CAPITAN WAY" PREPARED BY LOUIS BERGER (MARCH 6, 2002)
867 RS 1 STOR 0
868 SV 0.0 5.8 15.6 27.0 40.0 54.7 71.2 75.6 93.6
1 HEC-1 INPUT PAGE 26
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
869 SE 2611 2615 2619 2623 2627 2631 2635 2636 2640
870 SQ 0 72 120 153 181 205 226 231 250
*
871 KK FADBOUT
872 KM ROUTE FABD TO CFADB
873 KM FACILITY = RANCHO ROAD SYSTEM - BELTWAY
874 KM FACILITY ID-MILE = RCBC 0002,0000
875 KM LINING = RCB
876 RD 1565 0.01 0.015 0 TRAP 6 0
*
877 KK CFADB
878 KM COMBINE FADB AND RCBA6-C
879 KM RANCHO ROAD SYSTEM-BELTWAY @ FORT APACHE
880 HC 3
*
881 ZZ
1
SCHEMATIC DIAGRAM OF STREAM NETWORK
INPUT
LINE (V) ROUTING (--->) DIVERSION OR PUMP FLOW
NO. (.) CONNECTOR (<---) RETURN OF DIVERTED OR PUMPED FLOW
58 NW27-C
V
V
71 RN27-C
.
.
77 . NW26-C
. .
. .
82 CNW26-C............
V
V
85 RN26-C
.
.
92 . NW53-CC
. .
. .
98 CNW53-CC............
.
.
106 .------->DOUTFLOW
102 DNW26-C
V
V
109 RC26-C
.
.
117 .-------> DNW77-C
115 DC26-C
.
.
120 . NWBA3-C
. .
. .
125 CBA3-C............
V
V
129 RDWBA3-C
.
.
137 .------->DNWBA6-C
135 DBA3-C
V
V
140 R2WBA3-C
.
.
146 . CDMNA1
. .
. .
151 CMNA1............
V
V
155 RCMNA1
.
.
161 . NWBC2-CC
. .
. .
166 FADBIN1............
.
.
172 .-------> DFADB
169 DFADBIN1
.
.
175 . NW53-CA
. .
. .
184 . .-------> DSGC
180 . SEV
. .
. .
187 . . NW66-CI2
. . .
. . .
192 . CCI2............
. .
. .
194 . . NW66-CI3
. . .
. . .
199 . CCI3............
. .
. .
205 . .-------> DSEV
201 . SGC
. .
. .
210 . . .<-------DOUTFLOW
208 . . DOUTFLOW
. . V
. . V
211 . . RDOUTFLW
. . .
. . .
217 . . . NW53-CB
. . . .
. . . .
224 . . . . .<------- DSGC
222 . . . . DSGC
. . . . .
. . . . .
225 . CNW53-C....................................
. V
. V
228 . RCNW53-C
. .
. .
235 . . NW66-CA
. . .
. . .
240 . C66-CA............
. .
. .
242 . . NW66-CB
. . .
. . .
247 . C66-CB............
. .
. .
251 . . NW66-CJ6
. . .
. . .
259 . . .-------> S66CJ6
256 . . D66CJ6
. . V
. . V
262 . . R66CJ6
. . .
. . .
265 . . . NW66-CJ2
. . . .
. . . .
273 . . . .-------> S66CJ2
270 . . . D66CJ2
. . . .
. . . .
276 . . C66-CJ2............
. . V
. . V
278 . . R66CJ2
. . .
. . .
281 . . . NW66-CJ4
. . . .
. . . .
289 . . . .-------> S66CJ4
286 . . . D66CJ4
. . . .
. . . .
292 . . C66CJ4A............
. . .
. . .
296 . . . .<------- S66CJ6
295 . . . S66CJ6
. . . V
. . . V
297 . . . RS66CJ6
. . . .
. . . .
301 . . . . .<------- S66CJ2
300 . . . . S66CJ2
. . . . V
. . . . V
302 . . . . RS66CJ6
. . . . .
. . . . .
305 . . . THB............
. . . .
. . . .
311 . . . .-------> STHB
308 . . . DTHB
. . . .
. . . .
314 . . C66CJ4B............
. . V
. . V
316 . . R66CJ4
. . .
. . .
319 . . . NW66-CJ3
. . . .
. . . .
327 . . . .-------> S66CJ3
324 . . . D66CJ3
. . . .
. . . .
330 . . C66CJ3A............
. . V
. . V
333 . . R66CJ3A
. . .
. . .
338 . . . .<------- STHB
336 . . . STHB
. . . .
. . . .
341 . . . . .<------- S66CJ4
339 . . . . S66CJ4
. . . . .
. . . . .
342 . . . CS66CJ4............
. . . V
. . . V
345 . . . RS66CJ6
. . . .
. . . .
349 . . . . .<------- S66CJ3
348 . . . . S66CJ3
. . . . .
. . . . .
350 . . . CS66CJ3............
. . . .
. . . .
356 . . . .-------> S66CJ3B
353 . . . DS66CJ3
. . . .
. . . .
359 . . CS66CJ3B............
. . V
. . V
362 . . R66CJ3
. . .
. . .
365 . . . NW66-CJ5
. . . .
. . . .
373 . . . .-------> S66CJ5
370 . . . D66CJ5
. . . .
. . . .
376 . . C66CJ5............
. . V
. . V
379 . . R66CJ5
. . .
. . .
384 . . . .<------- S66CJ3B
382 . . . S66CJ3B
. . . V
. . . V
385 . . . RS66CJ6
. . . .
. . . .
390 . . . . .<------- S66CJ5
388 . . . . S66CJ5
. . . . .
. . . . .
391 . . C66CJ5........................
. . .
. . .
397 . . . .<------- DSEV
394 . . . FAP&SEV
. . . .
. . . .
398 . . CFA&SV............
. . .
. . .
401 . . . NW66-CG
. . . .
. . . .
410 . . . .-------> 66CG
406 . . . D66CG
. . . .
. . . .
413 . . CCG............
. . V
. . V
415 . . RCCG
. . .
. . .
417 . . . NW66-CF
. . . .
. . . .
426 . . . .-------> 66CF
422 . . . D66CF
. . . .
. . . .
429 . . C66-CF............
. . V
. . V
431 . . R66CF
. . .
. . .
433 . . . NW66-CE
. . . .
. . . .
442 . . . .-------> 66CE
438 . . . D66CE
. . . .
. . . .
445 . . C66-CE............
. . V
. . V
447 . . R66CE
. . .
. . .
449 . . . NW66-CD
. . . .
. . . .
458 . . . .-------> 66CD
454 . . . D66CD
. . . .
. . . .
461 . . C66-CD............
. . V
. . V
463 . . R66CD
. . .
. . .
465 . . . NW66-CC
. . . .
. . . .
474 . . . .-------> 66CC
470 . . . D66CC
. . . .
. . . .
477 . . C66-CC............
. . V
. . V
479 . . R66CC
. . .
. . .
484 . . . .<------- 66CG
482 . . . 66CG
. . . V
. . . V
485 . . . R66CG
. . . .
. . . .
490 . . . . .<------- 66CF
488 . . . . 66CF
. . . . .
. . . . .
491 . . . C66CF............
. . . V
. . . V
494 . . . RC66CF
. . . .
. . . .
499 . . . . .<------- 66CE
497 . . . . 66CE
. . . . .
. . . . .
500 . . . C66CE............
. . . V
. . . V
503 . . . RC66CE
. . . .
. . . .
508 . . . . .<------- 66CD
506 . . . . 66CD
. . . . .
. . . . .
509 . . . C66CD............
. . . V
. . . V
512 . . . RC66CD
. . . .
. . . .
517 . . . . .<------- 66CC
515 . . . . 66CC
. . . . .
. . . . .
518 . . . C66CC............
. . . V
. . . V
521 . . . RC66CC
. . . .
. . . .
524 . . CRC66CC............
. . V
. . V
527 . . R5X5
. . .
. . .
530 . CFTELKS............
. V
. V
534 . RCW66-C
. .
. .
542 . . NW77-CC
. . .
. . .
547 . . . NW77-CD
. . . .
. . . .
552 . CNW77-CD........................
. .
. .
554 . . NW77-CE
. . .
. . .
560 . CNW77-CE............
. V
. V
563 . RCNW77-C
. .
. .
568 . . NW77-CF
. . .
. . .
573 . CNW77-CF............
. V
. V
575 . RCNW77-C
. .
. .
579 . . NW77-CG
. . .
. . .
584 . CNW77-CG............
. .
. .
589 . . .<------- DNW77-C
587 . . DNW77-C
. . V
. . V
590 . . RDW77-C
. . .
. . .
594 . . . NW77-CA
. . . .
. . . .
601 . . CPT12............
. . .
. . .
609 . . .-------> GC
604 . . GC-DR
. . V
. . V
612 . . RCPT12
. . .
. . .
616 . . . NW77-CB
. . . .
. . . .
623 . . CDL............
. . .
. . .
632 . . .-------> DDORTP
627 . . DORTP
. . V
. . V
635 . . RNW77-CB
. . .
. . .
640 . . . NWBA6-CB
. . . .
. . . .
645 . . . . NW77-CH
. . . . .
. . . . .
650 . . CPT2A........................
. . .
. . .
655 . CBA6-CB............
. V
. V
658 . RFASD1
. .
. .
666 . . NWBA6-CD
. . .
. . .
671 . . . NWBA6-CG
. . . .
. . . .
676 . . . . NWBA6-CH
. . . . .
. . . . .
681 . CBA6-CD....................................
. .
. .
685 . . NWBA6-CA
. . .
. . .
692 . . . .<-------DNWBA6-C
690 . . . DNWBA6-C
. . . V
. . . V
693 . . . RDWBA6-C
. . . .
. . . .
698 . . CDSW............
. . .
. . .
703 . . . .<------- GC
701 . . . DNWBA6C2
. . . V
. . . V
704 . . . RDNWBA6C
. . . .
. . . .
708 . . CPT11A............
. . .
. . .
717 . . .-------> GC2
712 . . CPT11B
. . V
. . V
720 . . RCPT11B
. . .
. . .
726 . . . .<------- DDORTP
724 . . . DEERSP
. . . V
. . . V
727 . . . DEERSP
. . . .
. . . .
731 . . . . NWBA6-CF
. . . . .
. . . . .
736 . . CTEEPEE........................
. . .
. . .
743 . . .-------> DDSTP
739 . . DSTP
. . V
. . V
746 . . RDEER
. . .
. . .
750 . . . NWBA6-CC
. . . .
. . . .
755 . . . . NWBA6-CE
. . . . .
. . . . .
760 . . CBA6-CE........................
. . .
. . .
764 . CPT1A............
. V
. V
767 . RCPT1A
. .
. .
771 . . NWBC2-CB
. . .
. . .
776 . FTAP............
. .
. .
781 . . .<------- DDSTP
779 . . ECH
. . V
. . V
782 . . RECH
. . .
. . .
786 . . . NWBC2-CA
. . . .
. . . .
791 . . CB2-CA............
. . V
. . V
793 . . RCECH
. . .
. . .
797 . . . NWBC2-CD
. . . .
. . . .
802 . . CP-EPL............
. . .
. . .
805 . FTAP2............
. V
. V
808 . RFTAP2
. .
. .
812 . . NWBC3A
. . .
. . .
818 . BLTWY1............
. V
. V
823 . RBLTWY1
. .
. .
827 . . NWBC3B
. . .
. . .
832 . BLTWY2............
. V
. V
836 . RCBA6-C
. .
. .
845 . . .<------- DFADB
843 . . DRFADB
. . .
. . .
848 . . . .<------- GC2
846 . . . DRGC2
. . . .
. . . .
849 . . FADBIN............
. . V
. . V
852 . . FADB
. . V
. . V
871 . . FADBOUT
. . .
. . .
877 CFADB........................
(***) RUNOFF ALSO COMPUTED AT THIS LOCATION
1***************************************** ***************************************
* * * *
* FLOOD HYDROGRAPH PACKAGE (HEC-1) * * U.S. ARMY CORPS OF ENGINEERS *
* JUN 1998 * * HYDROLOGIC ENGINEERING CENTER *
* VERSION 4.1 * * 609 SECOND STREET *
* * * DAVIS, CALIFORNIA 95616 *
* RUN DATE 03MAY13 TIME 16:30:41 * * (916) 756-1104 *
* * * *
***************************************** ***************************************
CLARK COUNTY REGIONAL FLOOD CONTROL DISTRICT 2008 MASTER PLAN UPDATE
UPPER AND LOWER NORTHERN LAS VEGAS WASH WATERSHEDS
RECOMMENDED DRAINAGE SYSTEM WITH ULTIMATE DEVELOPMENT
INPUT FILE = WEST8.DAT
INPUT FILE DATE = MAY 2008
DESIGN STORM = 100-YEAR 6-HOUR STORM
STORM DISTRIBUTION = SDN3
MODELED BY PBS&J (KRYSTLE PEMBERTON, E.I., CFM)
CHECKED BY PBS&J (HARSHAL B. DESAI, P.E., CFM)
STORM CENTERING = WEST TRIBUTARY
DOWNSTREAM OF THE UPPER LAS VEGAS WASH DETENTION BASIN TO THE MOST
DOWNSTREAM POINT IN THE LOWER NORTHERN LAS VEGAS WASH WATERSHED
REFERENCED HYDROLOGIC MODELS:
REVISED FINAL DESIGN REPORT FOR THE RANCHO DETENTION BASIN
PHASE II (VTN 2006)
RESPONSE TO COMMENTS ON THE CONCEPTUAL DRAINAGE STUDY FOR
NORTH LAS VEGAS 600-ACRE SITE (GC WALLACE 2006)
SECOND RESPONSE TO COMMENTS OF THE CONCEPTUAL DRAINAGE STUDY
FOR NORTH LAS VEGAS 2074-ACRE SITE (GC WALLACE 2006)
BASIN MAPS FOR SUPPLEMENT #2 TO ADDENDUM #2 TO THE MASTER
DRAINAGE STUDY FOR CLIFF'S EDGE/ PROVIDENCE (VTN 2004)
MASTER DRAINAGE STUDY FOR KYLE CANYON (GC WALLACE 2006)
TECHNICAL DRAINAGE STUDY FOR GRAND TETON DRIVE STROM DRAIN
AND AREA 1 ROADWAY IMPROVEMENTS (GC WALLACE 2006)
90% FINAL DESIGN REPORT FOR RANCHO ROAD SYSTEM - EL CAMPO
GRANDE STORM DRAIN PROJECT (PBS&J 2007)
MPA FOR RACEL STREET COLLECTOR (LOUIS BERGER JANUARY 2007)
HYDROLOGIC MODEL FOR FLOYD LAMB NORTH AND SOUTH ENVIRONMENTAL
ENHANCEMENT AREAS (LOUIS BERGER DECEMBER 7, 2007)
UPDATED BY THE LOUIS BERGER GROUP INC FOR THE RANCHO-FORT
APACHE STORM DRAIN PROJECT. MODEL WAS TRUNCATED TO INCLUDE ONLY
THE WATERSHEDS FOR THE FORT APCHE STORM DRAIN AND DETENTION BASIN.
INPUT FILE = FASD.DAT
INPUT FILE DATE = JUNE 2012
MODELED BY LBG (RUFIN INOS, E.I. AND FRED RETZLAFF, P.E.)
CHECKED BY LBG (JEFFREY, S DOUGLAS, P.E., CFM)
JR CARDS CONTAIN DARFS BASED ON THE FOLLOWING VALUES:
AREA (SQUARE MILES) DARF
0 - 0.5 0.99
0.5 - 1 0.975
1 - 2 0.95
2 - 3 0.925
3 - 4 0.915
4 - 5 0.908
5 - 6 0.903
6 - 7 0.895
7 - 8 0.885
55 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 200 NUMBER OF HYDROGRAPH ORDINATES
NDDATE 1 0 ENDING DATE
NDTIME 1635 ENDING TIME
ICENT 19 CENTURY MARK
COMPUTATION INTERVAL .08 HOURS
TOTAL TIME BASE 16.58 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
.99 .98 .95 .93 .92 .91 .90 .89 .88
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 RATIO 6 RATIO 7 RATIO 8 RATIO 9
.99 .98 .95 .93 .92 .91 .90 .89 .88
HYDROGRAPH AT
+ NW27-C .15 1 FLOW 207. 203. 196. 189. 186. 185. 183. 181. 178.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
ROUTED TO
+ RN27-C .15 1 FLOW 203. 199. 193. 185. 183. 181. 179. 178. 175.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
HYDROGRAPH AT
+ NW26-C .37 1 FLOW 456. 447. 432. 417. 411. 407. 404. 399. 393.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CNW26-C .51 1 FLOW 650. 638. 617. 596. 587. 582. 577. 571. 562.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
ROUTED TO
+ RN26-C .51 1 FLOW 649. 636. 616. 595. 586. 581. 576. 570. 560.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ NW53-CC .10 1 FLOW 121. 118. 114. 109. 107. 106. 105. 104. 102.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
2 COMBINED AT
+ CNW53-CC .61 1 FLOW 748. 733. 709. 685. 675. 668. 662. 655. 645.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
DIVERSION TO
+ DOUTFLOW .61 1 FLOW 646. 631. 631. 631. 631. 631. 631. 631. 631.
TIME 3.75 3.75 3.67 3.67 3.67 3.67 3.67 3.67 3.67
HYDROGRAPH AT
+ DNW26-C .61 1 FLOW 102. 102. 78. 54. 44. 37. 31. 24. 14.
TIME 3.67 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
ROUTED TO
+ RC26-C .61 1 FLOW 103. 100. 78. 53. 43. 36. 30. 23. 12.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
DIVERSION TO
+ DNW77-C .61 1 FLOW 0. 0. 0. 0. 0. 0. 0. 0. 0.
TIME .00 .00 .00 .00 .00 .00 .00 .00 .00
HYDROGRAPH AT
+ DC26-C .61 1 FLOW 103. 100. 78. 53. 43. 36. 30. 23. 12.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ NWBA3-C .33 1 FLOW 407. 399. 386. 372. 367. 363. 360. 356. 351.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CBA3-C .94 1 FLOW 510. 500. 464. 425. 410. 399. 390. 379. 363.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
ROUTED TO
+ RDWBA3-C .94 1 FLOW 505. 495. 459. 420. 406. 395. 386. 375. 359.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
DIVERSION TO
+ DNWBA6-C .94 1 FLOW 0. 0. 0. 0. 0. 0. 0. 0. 0.
TIME .00 .00 .00 .00 .00 .00 .00 .00 .00
HYDROGRAPH AT
+ DBA3-C .94 1 FLOW 505. 495. 459. 420. 406. 395. 386. 375. 359.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
ROUTED TO
+ R2WBA3-C .94 1 FLOW 500. 490. 453. 416. 401. 391. 383. 372. 356.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ CDMNA1 .48 1 FLOW 598. 587. 567. 548. 540. 535. 531. 525. 517.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CMNA1 1.42 1 FLOW 1099. 1076. 1021. 964. 942. 926. 914. 897. 874.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
ROUTED TO
+ RCMNA1 1.42 1 FLOW 1068. 1044. 990. 935. 915. 899. 891. 874. 854.
TIME 3.75 3.75 3.75 3.75 3.75 3.83 3.75 3.75 3.83
HYDROGRAPH AT
+ NWBC2-CC .20 1 FLOW 191. 187. 178. 170. 167. 165. 163. 160. 157.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
2 COMBINED AT
+ FADBIN1 1.63 1 FLOW 1257. 1228. 1166. 1104. 1080. 1061. 1052. 1033. 1008.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
DIVERSION TO
+ DFADB 1.63 1 FLOW 1257. 1228. 1166. 1104. 1080. 1061. 1052. 1033. 1008.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ DFADBIN1 1.63 1 FLOW 0. 0. 0. 0. 0. 0. 0. 0. 0.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ NW53-CA .06 1 FLOW 55. 53. 51. 48. 47. 46. 46. 45. 44.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
DIVERSION TO
+ DSGC .06 1 FLOW 10. 9. 9. 9. 8. 8. 8. 8. 8.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
HYDROGRAPH AT
+ SEV .06 1 FLOW 45. 44. 42. 39. 39. 38. 38. 37. 36.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
HYDROGRAPH AT
+ NW66-CI2 .02 1 FLOW 28. 27. 26. 25. 24. 24. 24. 23. 23.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
2 COMBINED AT
+ CCI2 .09 1 FLOW 73. 71. 67. 64. 63. 62. 61. 60. 59.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
HYDROGRAPH AT
+ NW66-CI3 .02 1 FLOW 28. 27. 26. 25. 24. 24. 24. 23. 23.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
2 COMBINED AT
+ CCI3 .11 1 FLOW 100. 98. 93. 89. 87. 86. 85. 84. 82.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
DIVERSION TO
+ DSEV .11 1 FLOW 100. 98. 93. 89. 87. 86. 85. 84. 82.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
HYDROGRAPH AT
+ SGC .11 1 FLOW 0. 0. 0. 0. 0. 0. 0. 0. 0.
TIME 3.50 3.50 3.58 3.58 3.58 3.58 3.58 3.58 3.58
HYDROGRAPH AT
+ DOUTFLOW .00 1 FLOW 646. 631. 631. 631. 631. 631. 631. 631. 631.
TIME 3.75 3.75 3.67 3.67 3.67 3.67 3.67 3.67 3.67
ROUTED TO
+ RDOUTFLW .00 1 FLOW 646. 631. 631. 631. 631. 631. 631. 631. 631.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ NW53-CB .13 1 FLOW 107. 104. 99. 94. 92. 91. 90. 88. 86.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
HYDROGRAPH AT
+ DSGC .00 1 FLOW 10. 9. 9. 9. 8. 8. 8. 8. 8.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
4 COMBINED AT
+ CNW53-C .24 1 FLOW 759. 744. 736. 726. 723. 720. 719. 718. 716.
TIME 3.67 3.67 3.67 3.67 3.67 3.75 3.75 3.75 3.75
ROUTED TO
+ RCNW53-C .24 1 FLOW 753. 738. 729. 723. 722. 720. 719. 717. 715.
TIME 3.67 3.67 3.75 3.75 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ NW66-CA .07 1 FLOW 79. 77. 74. 70. 69. 68. 68. 67. 65.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
2 COMBINED AT
+ C66-CA .31 1 FLOW 824. 808. 795. 781. 774. 770. 768. 766. 763.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.75 3.75 3.75
HYDROGRAPH AT
+ NW66-CB .01 1 FLOW 9. 9. 9. 8. 8. 8. 8. 8. 7.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
2 COMBINED AT
+ C66-CB .32 1 FLOW 832. 815. 802. 787. 781. 776. 774. 771. 768.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.75 3.75
HYDROGRAPH AT
+ NW66-CJ6 .01 1 FLOW 8. 7. 7. 7. 7. 7. 6. 6. 6.
TIME 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50
DIVERSION TO
+ S66CJ6 .01 1 FLOW 4. 3. 3. 3. 3. 3. 2. 2. 2.
TIME 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50
HYDROGRAPH AT
+ D66CJ6 .01 1 FLOW 4. 4. 4. 4. 4. 4. 4. 4. 4.
TIME 3.42 3.42 3.42 3.42 3.42 3.42 3.42 3.42 3.42
ROUTED TO
+ R66CJ6 .01 1 FLOW 4. 4. 4. 4. 4. 4. 4. 4. 4.
TIME 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50
HYDROGRAPH AT
+ NW66-CJ2 .02 1 FLOW 22. 21. 21. 20. 19. 19. 19. 19. 18.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
DIVERSION TO
+ S66CJ2 .02 1 FLOW 18. 17. 17. 16. 15. 15. 15. 15. 14.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
HYDROGRAPH AT
+ D66CJ2 .02 1 FLOW 4. 4. 4. 4. 4. 4. 4. 4. 4.
TIME 3.25 3.25 3.25 3.25 3.25 3.33 3.33 3.33 3.33
2 COMBINED AT
+ C66-CJ2 .02 1 FLOW 8. 8. 8. 8. 8. 8. 8. 8. 8.
TIME 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50
ROUTED TO
+ R66CJ2 .02 1 FLOW 8. 8. 8. 8. 8. 8. 8. 8. 8.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
HYDROGRAPH AT
+ NW66-CJ4 .01 1 FLOW 7. 7. 7. 7. 7. 6. 6. 6. 6.
TIME 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50
DIVERSION TO
+ S66CJ4 .01 1 FLOW 3. 3. 3. 3. 3. 2. 2. 2. 2.
TIME 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50
HYDROGRAPH AT
+ D66CJ4 .01 1 FLOW 4. 4. 4. 4. 4. 4. 4. 4. 4.
TIME 3.42 3.42 3.42 3.42 3.42 3.42 3.42 3.42 3.42
2 COMBINED AT
+ C66CJ4A .03 1 FLOW 12. 12. 12. 12. 12. 12. 12. 12. 12.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
HYDROGRAPH AT
+ S66CJ6 .00 1 FLOW 4. 3. 3. 3. 3. 3. 2. 2. 2.
TIME 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50
ROUTED TO
+ RS66CJ6 .00 1 FLOW 3. 3. 3. 3. 3. 2. 2. 2. 2.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
HYDROGRAPH AT
+ S66CJ2 .00 1 FLOW 18. 17. 17. 16. 15. 15. 15. 15. 14.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
ROUTED TO
+ RS66CJ6 .00 1 FLOW 17. 17. 16. 15. 15. 15. 14. 14. 14.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
2 COMBINED AT
+ THB .00 1 FLOW 21. 20. 19. 18. 17. 17. 17. 17. 16.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
DIVERSION TO
+ STHB .00 1 FLOW 9. 8. 7. 6. 5. 5. 5. 5. 4.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
HYDROGRAPH AT
+ DTHB .00 1 FLOW 12. 12. 12. 12. 12. 12. 12. 12. 12.
TIME 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.58 3.58
2 COMBINED AT
+ C66CJ4B .03 1 FLOW 24. 24. 24. 24. 24. 24. 24. 24. 24.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
ROUTED TO
+ R66CJ4 .03 1 FLOW 24. 24. 24. 24. 24. 24. 24. 24. 24.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.67
HYDROGRAPH AT
+ NW66-CJ3 .02 1 FLOW 21. 21. 20. 19. 19. 18. 18. 18. 18.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
DIVERSION TO
+ S66CJ3 .02 1 FLOW 17. 17. 16. 15. 15. 14. 14. 14. 14.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
HYDROGRAPH AT
+ D66CJ3 .02 1 FLOW 4. 4. 4. 4. 4. 4. 4. 4. 4.
TIME 3.25 3.25 3.25 3.25 3.33 3.33 3.33 3.33 3.33
2 COMBINED AT
+ C66CJ3A .05 1 FLOW 28. 28. 28. 28. 28. 28. 28. 28. 28.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.67
ROUTED TO
+ R66CJ3A .05 1 FLOW 28. 28. 28. 28. 28. 28. 28. 28. 28.
TIME 3.67 3.67 3.58 3.58 3.58 3.58 3.58 3.58 3.67
HYDROGRAPH AT
+ STHB .00 1 FLOW 9. 8. 7. 6. 5. 5. 5. 5. 4.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
HYDROGRAPH AT
+ S66CJ4 .00 1 FLOW 3. 3. 3. 3. 3. 2. 2. 2. 2.
TIME 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50
2 COMBINED AT
+ CS66CJ4 .00 1 FLOW 12. 11. 10. 8. 8. 7. 7. 7. 6.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
ROUTED TO
+ RS66CJ6 .00 1 FLOW 11. 10. 9. 7. 6. 6. 6. 5. 5.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
HYDROGRAPH AT
+ S66CJ3 .00 1 FLOW 17. 17. 16. 15. 15. 14. 14. 14. 14.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
2 COMBINED AT
+ CS66CJ3 .00 1 FLOW 28. 27. 24. 22. 21. 20. 20. 19. 18.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
DIVERSION TO
+ S66CJ3B .00 1 FLOW 6. 5. 2. 0. 0. 0. 0. 0. 0.
TIME 3.58 3.58 3.58 .00 .00 .00 .00 .00 .00
HYDROGRAPH AT
+ DS66CJ3 .00 1 FLOW 22. 22. 22. 22. 21. 20. 20. 19. 18.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
2 COMBINED AT
+ CS66CJ3B .05 1 FLOW 50. 50. 50. 50. 49. 48. 48. 47. 46.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
ROUTED TO
+ R66CJ3 .05 1 FLOW 50. 50. 50. 49. 49. 48. 47. 47. 46.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
HYDROGRAPH AT
+ NW66-CJ5 .01 1 FLOW 12. 12. 12. 11. 11. 11. 11. 10. 10.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
DIVERSION TO
+ S66CJ5 .01 1 FLOW 8. 8. 8. 7. 7. 7. 7. 6. 6.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
HYDROGRAPH AT
+ D66CJ5 .01 1 FLOW 4. 4. 4. 4. 4. 4. 4. 4. 4.
TIME 3.33 3.33 3.33 3.33 3.33 3.33 3.33 3.33 3.33
2 COMBINED AT
+ C66CJ5 .06 1 FLOW 54. 54. 54. 53. 53. 52. 51. 51. 50.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
ROUTED TO
+ R66CJ5 .06 1 FLOW 54. 54. 53. 53. 52. 52. 51. 50. 50.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
HYDROGRAPH AT
+ S66CJ3B .00 1 FLOW 6. 5. 2. 0. 0. 0. 0. 0. 0.
TIME 3.58 3.58 3.58 .00 .00 .00 .00 .00 .00
ROUTED TO
+ RS66CJ6 .00 1 FLOW 4. 3. 1. 0. 0. 0. 0. 0. 0.
TIME 3.58 3.58 3.58 .00 .00 .00 .00 .00 .00
HYDROGRAPH AT
+ S66CJ5 .00 1 FLOW 8. 8. 8. 7. 7. 7. 7. 6. 6.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
3 COMBINED AT
+ C66CJ5 .06 1 FLOW 66. 64. 62. 60. 59. 58. 58. 57. 56.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
HYDROGRAPH AT
+ FAP&SEV .00 1 FLOW 100. 98. 93. 89. 87. 86. 85. 84. 82.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
2 COMBINED AT
+ CFA&SV .06 1 FLOW 166. 162. 155. 149. 146. 144. 143. 141. 138.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
HYDROGRAPH AT
+ NW66-CG .01 1 FLOW 12. 12. 12. 11. 11. 11. 11. 11. 10.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
DIVERSION TO
+ 66CG .01 1 FLOW 5. 5. 5. 4. 4. 4. 4. 4. 3.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
HYDROGRAPH AT
+ D66CG .01 1 FLOW 7. 7. 7. 7. 7. 7. 7. 7. 7.
TIME 3.42 3.42 3.42 3.42 3.42 3.42 3.42 3.42 3.42
2 COMBINED AT
+ CCG .07 1 FLOW 173. 169. 162. 156. 153. 151. 150. 148. 145.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
ROUTED TO
+ RCCG .07 1 FLOW 171. 167. 161. 154. 151. 150. 148. 146. 143.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
HYDROGRAPH AT
+ NW66-CF .01 1 FLOW 15. 14. 14. 13. 13. 13. 13. 13. 12.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
DIVERSION TO
+ 66CF .01 1 FLOW 8. 7. 7. 6. 6. 6. 6. 6. 5.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
HYDROGRAPH AT
+ D66CF .01 1 FLOW 7. 7. 7. 7. 7. 7. 7. 7. 7.
TIME 3.42 3.42 3.42 3.42 3.42 3.42 3.42 3.42 3.42
2 COMBINED AT
+ C66-CF .08 1 FLOW 178. 174. 168. 161. 158. 157. 155. 153. 150.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
ROUTED TO
+ R66CF .08 1 FLOW 177. 173. 166. 160. 157. 155. 154. 151. 149.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
HYDROGRAPH AT
+ NW66-CE .01 1 FLOW 12. 12. 12. 11. 11. 11. 11. 10. 10.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
DIVERSION TO
+ 66CE .01 1 FLOW 5. 5. 5. 4. 4. 4. 4. 3. 3.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
HYDROGRAPH AT
+ D66CE .01 1 FLOW 7. 7. 7. 7. 7. 7. 7. 7. 7.
TIME 3.42 3.42 3.42 3.42 3.42 3.42 3.50 3.50 3.50
2 COMBINED AT
+ C66-CE .09 1 FLOW 184. 180. 173. 167. 164. 162. 161. 158. 156.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
ROUTED TO
+ R66CE .09 1 FLOW 183. 178. 172. 166. 163. 161. 159. 157. 154.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
HYDROGRAPH AT
+ NW66-CD .01 1 FLOW 16. 16. 15. 15. 14. 14. 14. 14. 14.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
DIVERSION TO
+ 66CD .01 1 FLOW 9. 9. 8. 8. 7. 7. 7. 7. 7.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
HYDROGRAPH AT
+ D66CD .01 1 FLOW 7. 7. 7. 7. 7. 7. 7. 7. 7.
TIME 3.42 3.42 3.42 3.42 3.42 3.42 3.42 3.42 3.42
2 COMBINED AT
+ C66-CD .10 1 FLOW 190. 185. 179. 173. 170. 168. 166. 164. 161.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
ROUTED TO
+ R66CD .10 1 FLOW 188. 184. 177. 171. 168. 166. 165. 162. 160.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
HYDROGRAPH AT
+ NW66-CC .01 1 FLOW 11. 11. 10. 10. 10. 10. 10. 10. 9.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
DIVERSION TO
+ 66CC .01 1 FLOW 4. 4. 3. 3. 3. 3. 3. 3. 2.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
HYDROGRAPH AT
+ D66CC .01 1 FLOW 7. 7. 7. 7. 7. 7. 7. 7. 7.
TIME 3.42 3.42 3.42 3.50 3.50 3.50 3.50 3.50 3.50
2 COMBINED AT
+ C66-CC .11 1 FLOW 195. 191. 184. 178. 175. 173. 172. 169. 167.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
ROUTED TO
+ R66CC .11 1 FLOW 194. 190. 183. 177. 174. 172. 171. 169. 166.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
HYDROGRAPH AT
+ 66CG .00 1 FLOW 5. 5. 5. 4. 4. 4. 4. 4. 3.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
ROUTED TO
+ R66CG .00 1 FLOW 5. 5. 5. 4. 4. 4. 4. 3. 3.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
HYDROGRAPH AT
+ 66CF .00 1 FLOW 8. 7. 7. 6. 6. 6. 6. 6. 5.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
2 COMBINED AT
+ C66CF .00 1 FLOW 13. 12. 11. 10. 10. 10. 9. 9. 9.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
ROUTED TO
+ RC66CF .00 1 FLOW 13. 12. 11. 10. 9. 9. 9. 8. 8.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
HYDROGRAPH AT
+ 66CE .00 1 FLOW 5. 5. 5. 4. 4. 4. 4. 3. 3.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
2 COMBINED AT
+ C66CE .00 1 FLOW 18. 17. 15. 14. 13. 13. 12. 12. 11.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
ROUTED TO
+ RC66CE .00 1 FLOW 17. 16. 14. 13. 12. 12. 11. 11. 10.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
HYDROGRAPH AT
+ 66CD .00 1 FLOW 9. 9. 8. 8. 7. 7. 7. 7. 7.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
2 COMBINED AT
+ C66CD .00 1 FLOW 26. 25. 22. 20. 19. 19. 18. 18. 17.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
ROUTED TO
+ RC66CD .00 1 FLOW 24. 23. 21. 19. 18. 17. 17. 16. 15.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
HYDROGRAPH AT
+ 66CC .00 1 FLOW 4. 4. 3. 3. 3. 3. 3. 3. 2.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
2 COMBINED AT
+ C66CC .00 1 FLOW 29. 27. 24. 22. 21. 20. 19. 19. 18.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
ROUTED TO
+ RC66CC .00 1 FLOW 28. 26. 24. 21. 20. 19. 19. 18. 17.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
2 COMBINED AT
+ CRC66CC .11 1 FLOW 222. 216. 207. 198. 194. 192. 190. 187. 183.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
ROUTED TO
+ R5X5 .11 1 FLOW 221. 215. 206. 197. 194. 191. 189. 186. 182.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
2 COMBINED AT
+ CFTELKS .43 1 FLOW 1044. 1022. 1000. 976. 967. 960. 956. 948. 939.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
ROUTED TO
+ RCW66-C .43 1 FLOW 1041. 1020. 997. 973. 962. 955. 951. 943. 933.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
HYDROGRAPH AT
+ NW77-CC .01 1 FLOW 9. 9. 9. 8. 8. 8. 8. 8. 8.
TIME 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50
HYDROGRAPH AT
+ NW77-CD .01 1 FLOW 15. 15. 14. 14. 13. 13. 13. 13. 13.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
3 COMBINED AT
+ CNW77-CD .45 1 FLOW 1059. 1038. 1014. 989. 978. 971. 966. 958. 948.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
HYDROGRAPH AT
+ NW77-CE .01 1 FLOW 17. 16. 15. 15. 14. 14. 14. 14. 14.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
2 COMBINED AT
+ CNW77-CE .46 1 FLOW 1071. 1050. 1026. 1000. 989. 982. 977. 969. 959.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
ROUTED TO
+ RCNW77-C .46 1 FLOW 1070. 1049. 1024. 998. 987. 980. 975. 967. 957.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
HYDROGRAPH AT
+ NW77-CF .01 1 FLOW 8. 7. 7. 7. 7. 7. 7. 6. 6.
TIME 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.58 3.58
2 COMBINED AT
+ CNW77-CF .47 1 FLOW 1076. 1054. 1029. 1003. 992. 985. 980. 972. 961.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
ROUTED TO
+ RCNW77-C .47 1 FLOW 1074. 1053. 1028. 1001. 990. 982. 977. 969. 958.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
HYDROGRAPH AT
+ NW77-CG .01 1 FLOW 9. 9. 8. 8. 8. 8. 8. 8. 7.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
2 COMBINED AT
+ CNW77-CG .47 1 FLOW 1081. 1059. 1034. 1007. 995. 988. 983. 974. 963.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
HYDROGRAPH AT
+ DNW77-C .00 1 FLOW 0. 0. 0. 0. 0. 0. 0. 0. 0.
TIME .00 .00 .00 .00 .00 .00 .00 .00 .00
ROUTED TO
+ RDW77-C .00 1 FLOW 0. 0. 0. 0. 0. 0. 0. 0. 0.
TIME .00 .00 .00 .00 .00 .00 .00 .00 .00
HYDROGRAPH AT
+ NW77-CA .13 1 FLOW 115. 112. 107. 102. 100. 99. 98. 96. 94.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
2 COMBINED AT
+ CPT12 .13 1 FLOW 115. 112. 107. 102. 100. 99. 98. 96. 94.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
DIVERSION TO
+ GC .13 1 FLOW 59. 58. 55. 52. 51. 50. 50. 49. 48.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
HYDROGRAPH AT
+ GC-DR .13 1 FLOW 56. 54. 52. 50. 49. 48. 48. 47. 46.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
ROUTED TO
+ RCPT12 .13 1 FLOW 55. 54. 51. 49. 48. 47. 47. 46. 45.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
HYDROGRAPH AT
+ NW77-CB .07 1 FLOW 77. 75. 72. 68. 67. 66. 66. 65. 64.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
2 COMBINED AT
+ CDL .19 1 FLOW 125. 122. 116. 111. 109. 108. 107. 105. 103.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
DIVERSION TO
+ DDORTP .19 1 FLOW 21. 20. 20. 19. 18. 18. 18. 18. 17.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
HYDROGRAPH AT
+ DORTP .19 1 FLOW 104. 101. 97. 93. 91. 90. 89. 87. 86.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
ROUTED TO
+ RNW77-CB .19 1 FLOW 104. 101. 96. 92. 90. 90. 89. 87. 85.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
HYDROGRAPH AT
+ NWBA6-CB .00 1 FLOW 6. 6. 6. 6. 6. 6. 6. 5. 5.
TIME 3.50 3.50 3.50 3.58 3.58 3.58 3.58 3.58 3.58
HYDROGRAPH AT
+ NW77-CH .01 1 FLOW 21. 20. 19. 19. 18. 18. 18. 18. 18.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
3 COMBINED AT
+ CPT2A .21 1 FLOW 124. 120. 115. 110. 108. 107. 106. 104. 102.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
2 COMBINED AT
+ CBA6-CB .68 1 FLOW 1205. 1180. 1149. 1117. 1103. 1095. 1089. 1078. 1065.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
ROUTED TO
+ RFASD1 .68 1 FLOW 1199. 1174. 1142. 1108. 1095. 1086. 1079. 1069. 1054.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
HYDROGRAPH AT
+ NWBA6-CD .01 1 FLOW 12. 12. 12. 11. 11. 11. 11. 11. 10.
TIME 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50
HYDROGRAPH AT
+ NWBA6-CG .00 1 FLOW 8. 8. 7. 7. 7. 7. 7. 7. 7.
TIME 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50
HYDROGRAPH AT
+ NWBA6-CH .01 1 FLOW 8. 8. 8. 8. 7. 7. 7. 7. 7.
TIME 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50
4 COMBINED AT
+ CBA6-CD .70 1 FLOW 1213. 1188. 1155. 1121. 1107. 1098. 1091. 1081. 1066.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
HYDROGRAPH AT
+ NWBA6-CA .13 1 FLOW 114. 111. 106. 100. 98. 97. 96. 94. 92.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
HYDROGRAPH AT
+ DNWBA6-C .00 1 FLOW 0. 0. 0. 0. 0. 0. 0. 0. 0.
TIME .00 .00 .00 .00 .00 .00 .00 .00 .00
ROUTED TO
+ RDWBA6-C .00 1 FLOW 0. 0. 0. 0. 0. 0. 0. 0. 0.
TIME .00 .00 .00 .00 .00 .00 .00 .00 .00
2 COMBINED AT
+ CDSW .13 1 FLOW 114. 111. 106. 100. 98. 97. 96. 94. 92.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
HYDROGRAPH AT
+ DNWBA6C2 .00 1 FLOW 59. 58. 55. 52. 51. 50. 50. 49. 48.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
ROUTED TO
+ RDNWBA6C .00 1 FLOW 58. 57. 54. 51. 50. 49. 48. 48. 47.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
2 COMBINED AT
+ CPT11A .13 1 FLOW 172. 167. 159. 151. 148. 146. 144. 142. 139.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
DIVERSION TO
+ GC2 .13 1 FLOW 16. 15. 14. 13. 12. 12. 11. 11. 11.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
HYDROGRAPH AT
+ CPT11B .13 1 FLOW 156. 152. 145. 139. 136. 134. 133. 131. 128.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
ROUTED TO
+ RCPT11B .13 1 FLOW 152. 150. 144. 137. 134. 132. 132. 129. 126.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ DEERSP .00 1 FLOW 21. 20. 20. 19. 18. 18. 18. 18. 17.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
ROUTED TO
+ DEERSP .00 1 FLOW 21. 21. 20. 19. 19. 19. 19. 18. 18.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ NWBA6-CF .06 1 FLOW 70. 68. 65. 62. 61. 60. 60. 59. 58.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
3 COMBINED AT
+ CTEEPEE .19 1 FLOW 232. 228. 218. 208. 202. 199. 198. 195. 190.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
DIVERSION TO
+ DDSTP .19 1 FLOW 38. 37. 36. 34. 33. 33. 33. 32. 31.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
HYDROGRAPH AT
+ DSTP .19 1 FLOW 194. 190. 182. 173. 169. 167. 165. 163. 159.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
ROUTED TO
+ RDEER .19 1 FLOW 192. 188. 180. 172. 168. 165. 165. 164. 158.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ NWBA6-CC .03 1 FLOW 40. 39. 38. 36. 35. 35. 35. 34. 33.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
HYDROGRAPH AT
+ NWBA6-CE .01 1 FLOW 8. 8. 7. 7. 7. 7. 7. 7. 6.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
3 COMBINED AT
+ CBA6-CE .23 1 FLOW 226. 220. 210. 201. 197. 194. 193. 191. 185.
TIME 3.67 3.67 3.67 3.75 3.75 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CPT1A .93 1 FLOW 1439. 1408. 1365. 1322. 1303. 1291. 1283. 1271. 1250.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
ROUTED TO
+ RCPT1A .93 1 FLOW 1434. 1403. 1360. 1316. 1297. 1285. 1277. 1265. 1244.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
HYDROGRAPH AT
+ NWBC2-CB .03 1 FLOW 39. 38. 37. 35. 34. 34. 34. 33. 33.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
2 COMBINED AT
+ FTAP .97 1 FLOW 1466. 1434. 1390. 1345. 1326. 1313. 1304. 1292. 1271.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
HYDROGRAPH AT
+ ECH .00 1 FLOW 38. 37. 36. 34. 33. 33. 33. 32. 31.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
ROUTED TO
+ RECH .00 1 FLOW 38. 37. 35. 34. 33. 33. 32. 32. 31.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ NWBC2-CA .03 1 FLOW 37. 36. 34. 33. 32. 32. 32. 31. 30.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
2 COMBINED AT
+ CB2-CA .03 1 FLOW 66. 64. 61. 58. 57. 56. 55. 54. 53.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
ROUTED TO
+ RCECH .03 1 FLOW 65. 64. 60. 58. 56. 56. 56. 55. 52.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
HYDROGRAPH AT
+ NWBC2-CD .01 1 FLOW 10. 10. 10. 9. 9. 9. 9. 9. 8.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
2 COMBINED AT
+ CP-EPL .04 1 FLOW 75. 74. 70. 67. 65. 65. 64. 63. 61.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
2 COMBINED AT
+ FTAP2 1.00 1 FLOW 1541. 1508. 1460. 1412. 1391. 1378. 1369. 1355. 1332.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
ROUTED TO
+ RFTAP2 1.00 1 FLOW 1530. 1499. 1449. 1399. 1378. 1365. 1356. 1341. 1318.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
HYDROGRAPH AT
+ NWBC3A .01 1 FLOW 27. 27. 26. 25. 25. 24. 24. 24. 24.
TIME 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50
2 COMBINED AT
+ BLTWY1 1.02 1 FLOW 1547. 1515. 1465. 1415. 1393. 1380. 1371. 1356. 1333.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
ROUTED TO
+ RBLTWY1 1.02 1 FLOW 1544. 1512. 1462. 1412. 1390. 1377. 1367. 1352. 1329.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
HYDROGRAPH AT
+ NWBC3B .01 1 FLOW 17. 17. 16. 16. 15. 15. 15. 15. 15.
TIME 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50
2 COMBINED AT
+ BLTWY2 1.03 1 FLOW 1554. 1522. 1471. 1420. 1398. 1386. 1376. 1361. 1337.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
ROUTED TO
+ RCBA6-C 1.03 1 FLOW 1546. 1514. 1463. 1411. 1389. 1376. 1366. 1352. 1334.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.75 3.75
HYDROGRAPH AT
+ DRFADB .00 1 FLOW 1257. 1228. 1166. 1104. 1080. 1061. 1052. 1033. 1008.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ DRGC2 .00 1 FLOW 16. 15. 14. 13. 12. 12. 11. 11. 11.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
2 COMBINED AT
+ FADBIN .00 1 FLOW 1271. 1242. 1178. 1115. 1091. 1072. 1063. 1043. 1018.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
ROUTED TO
+ FADB .00 1 FLOW 218. 215. 211. 208. 206. 205. 204. 203. 201.
TIME 5.25 5.25 5.25 5.25 5.25 5.25 5.25 5.25 5.25
** PEAK STAGES IN FEET **
1 STAGE 2633.44 2633.00 2632.23 2631.48 2631.20 2631.00 2630.84 2630.59 2630.27
TIME 5.25 5.25 5.25 5.25 5.25 5.25 5.25 5.25 5.25
ROUTED TO
+ FADBOUT .00 1 FLOW 218. 215. 211. 208. 206. 205. 204. 203. 201.
TIME 5.25 5.25 5.25 5.25 5.25 5.25 5.25 5.25 5.25
3 COMBINED AT
+ CFADB 2.66 1 FLOW 1676. 1642. 1588. 1539. 1521. 1509. 1501. 1489. 1469.
TIME 3.67 3.67 3.67 3.75 3.75 3.75 3.75 3.75 3.75
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
RN27-C MANE 2.15 203.41 221.52 2.01 5.00 203.31 220.00 2.01
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1588E+02 EXCESS= .0000E+00 OUTFLOW= .1588E+02 BASIN STORAGE= .2344E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RN27-C MANE 2.17 199.34 221.13 1.97 5.00 198.75 220.00 1.97
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1554E+02 EXCESS= .0000E+00 OUTFLOW= .1554E+02 BASIN STORAGE= .2038E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RN27-C MANE 2.20 193.30 221.98 1.90 5.00 192.90 220.00 1.90
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1499E+02 EXCESS= .0000E+00 OUTFLOW= .1499E+02 BASIN STORAGE= .2129E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RN27-C MANE 2.23 186.11 220.69 1.83 5.00 185.20 220.00 1.83
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1444E+02 EXCESS= .0000E+00 OUTFLOW= .1444E+02 BASIN STORAGE= .2203E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RN27-C MANE 2.24 183.67 221.97 1.80 5.00 183.43 220.00 1.80
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1422E+02 EXCESS= .0000E+00 OUTFLOW= .1422E+02 BASIN STORAGE= .2151E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RN27-C MANE 2.25 181.58 220.63 1.78 5.00 180.66 220.00 1.78
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1406E+02 EXCESS= .0000E+00 OUTFLOW= .1406E+02 BASIN STORAGE= .2225E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RN27-C MANE 2.26 180.06 221.29 1.77 5.00 179.33 220.00 1.77
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1395E+02 EXCESS= .0000E+00 OUTFLOW= .1396E+02 BASIN STORAGE= .2007E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RN27-C MANE 2.27 178.57 222.35 1.75 5.00 178.06 220.00 1.75
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1378E+02 EXCESS= .0000E+00 OUTFLOW= .1378E+02 BASIN STORAGE= .2036E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RN27-C MANE 2.28 175.24 221.42 1.72 5.00 174.56 220.00 1.72
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1356E+02 EXCESS= .0000E+00 OUTFLOW= .1356E+02 BASIN STORAGE= .2426E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RN26-C MANE .43 649.50 225.16 2.05 5.00 649.22 225.00 2.05
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5628E+02 EXCESS= .0000E+00 OUTFLOW= .5628E+02 BASIN STORAGE= .6443E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RN26-C MANE .44 636.80 225.19 2.01 5.00 636.48 225.00 2.01
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5511E+02 EXCESS= .0000E+00 OUTFLOW= .5511E+02 BASIN STORAGE= .6603E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RN26-C MANE .44 616.07 225.08 1.94 5.00 615.89 225.00 1.94
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5316E+02 EXCESS= .0000E+00 OUTFLOW= .5316E+02 BASIN STORAGE= .6574E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RN26-C MANE .45 594.97 225.07 1.86 5.00 594.79 225.00 1.87
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5122E+02 EXCESS= .0000E+00 OUTFLOW= .5122E+02 BASIN STORAGE= .6387E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RN26-C MANE .45 586.50 225.47 1.84 5.00 586.44 225.00 1.84
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5046E+02 EXCESS= .0000E+00 OUTFLOW= .5046E+02 BASIN STORAGE= .6383E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RN26-C MANE .45 580.87 225.45 1.82 5.00 580.62 225.00 1.82
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4990E+02 EXCESS= .0000E+00 OUTFLOW= .4991E+02 BASIN STORAGE= .6626E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RN26-C MANE .46 575.91 225.30 1.80 5.00 575.53 225.00 1.80
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4952E+02 EXCESS= .0000E+00 OUTFLOW= .4952E+02 BASIN STORAGE= .6522E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RN26-C MANE .46 570.12 225.29 1.78 5.00 569.74 225.00 1.78
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4891E+02 EXCESS= .0000E+00 OUTFLOW= .4891E+02 BASIN STORAGE= .6432E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RN26-C MANE .46 560.79 225.41 1.75 5.00 560.49 225.00 1.75
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4813E+02 EXCESS= .0000E+00 OUTFLOW= .4813E+02 BASIN STORAGE= .6527E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC26-C MANE 1.25 105.18 222.50 .06 5.00 102.66 225.00 .06
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1897E+01 EXCESS= .0000E+00 OUTFLOW= .1896E+01 BASIN STORAGE= .3380E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC26-C MANE 1.44 102.98 223.32 .05 5.00 100.29 225.00 .05
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1701E+01 EXCESS= .0000E+00 OUTFLOW= .1701E+01 BASIN STORAGE= .1734E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC26-C MANE 1.25 79.65 222.50 .04 5.00 78.16 225.00 .04
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1166E+01 EXCESS= .0000E+00 OUTFLOW= .1167E+01 BASIN STORAGE= .1481E-03 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RC26-C MANE 1.00 53.07 225.00 .02 5.00 53.07 225.00 .02
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7119E+00 EXCESS= .0000E+00 OUTFLOW= .7123E+00 BASIN STORAGE= .2499E-03 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RC26-C MANE 1.00 43.37 225.00 .02 5.00 43.37 225.00 .02
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5823E+00 EXCESS= .0000E+00 OUTFLOW= .5826E+00 BASIN STORAGE= .4119E-03 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RC26-C MANE 1.00 36.12 226.00 .01 5.00 36.10 225.00 .02
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4814E+00 EXCESS= .0000E+00 OUTFLOW= .4814E+00 BASIN STORAGE= .1561E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RC26-C MANE 1.00 30.86 226.00 .01 5.00 29.89 225.00 .01
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4046E+00 EXCESS= .0000E+00 OUTFLOW= .4054E+00 BASIN STORAGE= .1831E-02 PERCENT ERROR= -.7
FOR PLAN = 1 RATIO= .00
RC26-C MANE 1.25 23.88 226.25 .01 5.00 22.60 225.00 .01
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3067E+00 EXCESS= .0000E+00 OUTFLOW= .3074E+00 BASIN STORAGE= .2412E-02 PERCENT ERROR= -1.0
FOR PLAN = 1 RATIO= .00
RC26-C MANE .75 13.19 226.50 .00 5.00 12.11 225.00 .00
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1597E+00 EXCESS= .0000E+00 OUTFLOW= .1598E+00 BASIN STORAGE= .2138E-03 PERCENT ERROR= -.2
FOR PLAN = 1 RATIO= .00
RDWBA3-C MANE .79 506.84 225.42 .74 5.00 504.83 225.00 .74
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3734E+02 EXCESS= .0000E+00 OUTFLOW= .3734E+02 BASIN STORAGE= .1110E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDWBA3-C MANE .80 496.82 225.71 .73 5.00 494.50 225.00 .73
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3639E+02 EXCESS= .0000E+00 OUTFLOW= .3639E+02 BASIN STORAGE= .1120E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDWBA3-C MANE .82 460.61 225.90 .69 5.00 458.94 225.00 .69
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3463E+02 EXCESS= .0000E+00 OUTFLOW= .3463E+02 BASIN STORAGE= .1055E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDWBA3-C MANE .85 422.00 225.35 .66 5.00 420.15 225.00 .66
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3293E+02 EXCESS= .0000E+00 OUTFLOW= .3293E+02 BASIN STORAGE= .1061E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDWBA3-C MANE .87 406.84 226.04 .64 5.00 405.82 225.00 .64
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3230E+02 EXCESS= .0000E+00 OUTFLOW= .3230E+02 BASIN STORAGE= .1086E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDWBA3-C MANE .88 397.34 225.90 .63 5.00 395.35 225.00 .64
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3186E+02 EXCESS= .0000E+00 OUTFLOW= .3186E+02 BASIN STORAGE= .1125E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDWBA3-C MANE .88 387.67 225.29 .63 5.00 386.41 225.00 .63
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3154E+02 EXCESS= .0000E+00 OUTFLOW= .3154E+02 BASIN STORAGE= .1057E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDWBA3-C MANE .89 376.37 225.35 .62 5.00 375.05 225.00 .62
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3104E+02 EXCESS= .0000E+00 OUTFLOW= .3104E+02 BASIN STORAGE= .1137E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDWBA3-C MANE .91 361.20 225.61 .61 5.00 359.49 225.00 .61
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3040E+02 EXCESS= .0000E+00 OUTFLOW= .3040E+02 BASIN STORAGE= .1068E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R2WBA3-C MANE .62 503.23 225.63 .74 5.00 500.28 225.00 .75
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3737E+02 EXCESS= .0000E+00 OUTFLOW= .3737E+02 BASIN STORAGE= .8835E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R2WBA3-C MANE .62 492.75 225.63 .73 5.00 489.56 225.00 .73
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3643E+02 EXCESS= .0000E+00 OUTFLOW= .3643E+02 BASIN STORAGE= .8737E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R2WBA3-C MANE .64 456.17 225.40 .69 5.00 453.48 225.00 .69
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3467E+02 EXCESS= .0000E+00 OUTFLOW= .3467E+02 BASIN STORAGE= .8293E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R2WBA3-C MANE .67 418.20 225.53 .66 5.00 415.55 225.00 .66
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3295E+02 EXCESS= .0000E+00 OUTFLOW= .3295E+02 BASIN STORAGE= .8655E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R2WBA3-C MANE .67 403.19 225.31 .64 5.00 401.39 225.00 .64
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3233E+02 EXCESS= .0000E+00 OUTFLOW= .3233E+02 BASIN STORAGE= .8238E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R2WBA3-C MANE .68 394.07 225.63 .64 5.00 391.48 225.00 .64
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3189E+02 EXCESS= .0000E+00 OUTFLOW= .3189E+02 BASIN STORAGE= .8238E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R2WBA3-C MANE .69 385.27 225.64 .63 5.00 383.00 225.00 .63
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3156E+02 EXCESS= .0000E+00 OUTFLOW= .3156E+02 BASIN STORAGE= .8189E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R2WBA3-C MANE .70 373.78 225.56 .62 5.00 371.73 225.00 .62
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3106E+02 EXCESS= .0000E+00 OUTFLOW= .3106E+02 BASIN STORAGE= .8271E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R2WBA3-C MANE .71 358.27 225.88 .61 5.00 356.44 225.00 .61
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3042E+02 EXCESS= .0000E+00 OUTFLOW= .3042E+02 BASIN STORAGE= .8290E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCMNA1 MANE 1.95 1087.54 226.55 1.22 5.00 1068.12 225.00 1.22
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9220E+02 EXCESS= .0000E+00 OUTFLOW= .9221E+02 BASIN STORAGE= .3688E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCMNA1 MANE 1.97 1062.51 226.45 1.19 5.00 1044.46 225.00 1.19
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9014E+02 EXCESS= .0000E+00 OUTFLOW= .9015E+02 BASIN STORAGE= .3708E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCMNA1 MANE 2.01 1015.23 227.27 1.14 5.00 989.64 225.00 1.14
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8651E+02 EXCESS= .0000E+00 OUTFLOW= .8652E+02 BASIN STORAGE= .3743E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCMNA1 MANE 2.06 952.42 228.46 1.09 5.00 935.50 225.00 1.09
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8295E+02 EXCESS= .0000E+00 OUTFLOW= .8296E+02 BASIN STORAGE= .4515E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCMNA1 MANE 2.08 932.08 228.49 1.08 5.00 915.08 225.00 1.08
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8159E+02 EXCESS= .0000E+00 OUTFLOW= .8160E+02 BASIN STORAGE= .4460E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCMNA1 MANE 2.09 920.40 227.90 1.06 5.00 898.80 230.00 1.06
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8062E+02 EXCESS= .0000E+00 OUTFLOW= .8063E+02 BASIN STORAGE= .3874E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCMNA1 MANE 2.10 909.19 227.03 1.05 5.00 890.98 225.00 1.05
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7994E+02 EXCESS= .0000E+00 OUTFLOW= .7995E+02 BASIN STORAGE= .3725E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCMNA1 MANE 2.12 888.28 228.78 1.04 5.00 873.93 225.00 1.04
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7884E+02 EXCESS= .0000E+00 OUTFLOW= .7885E+02 BASIN STORAGE= .3962E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCMNA1 MANE 2.14 866.96 226.89 1.02 5.00 854.20 230.00 1.02
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7746E+02 EXCESS= .0000E+00 OUTFLOW= .7747E+02 BASIN STORAGE= .3738E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDOUTFLW MANE 1.11 646.28 221.56 -1.00 5.00 645.96 225.00 -1.00
FOR PLAN = 1 RATIO= .00
RDOUTFLW MANE 1.12 634.21 216.89 -1.00 5.00 631.21 225.00 -1.00
FOR PLAN = 1 RATIO= .00
RDOUTFLW MANE 1.12 631.35 221.42 -1.00 5.00 631.10 225.00 -1.00
FOR PLAN = 1 RATIO= .00
RDOUTFLW MANE 1.12 631.61 221.42 -1.00 5.00 631.21 225.00 -1.00
FOR PLAN = 1 RATIO= .00
RDOUTFLW MANE 1.12 631.71 221.42 -1.00 5.00 631.20 225.00 -1.00
FOR PLAN = 1 RATIO= .00
RDOUTFLW MANE 1.12 631.79 221.42 -1.00 5.00 631.21 225.00 -1.00
FOR PLAN = 1 RATIO= .00
RDOUTFLW MANE 1.12 631.84 221.42 -1.00 5.00 631.20 225.00 -1.00
FOR PLAN = 1 RATIO= .00
RDOUTFLW MANE 1.12 631.93 221.42 -1.00 5.00 631.21 225.00 -1.00
FOR PLAN = 1 RATIO= .00
RDOUTFLW MANE 1.12 632.04 221.42 -1.00 5.00 631.20 225.00 -1.00
FOR PLAN = 1 RATIO= .00
RCNW53-C MANE .93 758.80 220.82 5.56 5.00 752.56 220.00 5.56
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7112E+02 EXCESS= .0000E+00 OUTFLOW= .7112E+02 BASIN STORAGE= .1468E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCNW53-C MANE .94 743.37 220.75 5.45 5.00 738.37 220.00 5.45
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6971E+02 EXCESS= .0000E+00 OUTFLOW= .6971E+02 BASIN STORAGE= .1471E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCNW53-C MANE .94 735.16 220.79 5.28 5.00 728.93 225.00 5.29
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6760E+02 EXCESS= .0000E+00 OUTFLOW= .6760E+02 BASIN STORAGE= .1603E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCNW53-C MANE .94 726.88 220.99 5.11 5.00 723.46 225.00 5.11
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6541E+02 EXCESS= .0000E+00 OUTFLOW= .6541E+02 BASIN STORAGE= .1451E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCNW53-C MANE .95 723.47 221.44 5.04 5.00 721.56 225.00 5.04
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6450E+02 EXCESS= .0000E+00 OUTFLOW= .6450E+02 BASIN STORAGE= .1642E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCNW53-C MANE .95 721.31 221.72 4.99 5.00 719.92 225.00 4.99
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6386E+02 EXCESS= .0000E+00 OUTFLOW= .6386E+02 BASIN STORAGE= .1466E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCNW53-C MANE .95 719.90 221.83 4.95 5.00 718.71 225.00 4.96
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6341E+02 EXCESS= .0000E+00 OUTFLOW= .6341E+02 BASIN STORAGE= .1632E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCNW53-C MANE .95 717.86 223.91 4.90 5.00 716.98 225.00 4.90
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6268E+02 EXCESS= .0000E+00 OUTFLOW= .6268E+02 BASIN STORAGE= .1510E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCNW53-C MANE .95 715.21 224.13 4.83 5.00 715.12 225.00 4.83
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6177E+02 EXCESS= .0000E+00 OUTFLOW= .6177E+02 BASIN STORAGE= .1627E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CJ6 MANE .70 4.00 206.22 1.17 5.00 4.00 215.00 1.17
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3743E+00 EXCESS= .0000E+00 OUTFLOW= .3743E+00 BASIN STORAGE= .3681E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CJ6 MANE .70 4.01 206.22 1.15 5.00 4.00 215.00 1.15
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3675E+00 EXCESS= .0000E+00 OUTFLOW= .3675E+00 BASIN STORAGE= .3623E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CJ6 MANE .70 4.01 206.22 1.11 5.00 4.00 215.00 1.11
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3564E+00 EXCESS= .0000E+00 OUTFLOW= .3563E+00 BASIN STORAGE= .3526E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CJ6 MANE .70 4.01 206.22 1.08 5.00 4.00 215.00 1.08
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3453E+00 EXCESS= .0000E+00 OUTFLOW= .3453E+00 BASIN STORAGE= .3775E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CJ6 MANE .70 4.01 206.22 1.07 5.00 4.00 215.00 1.07
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3409E+00 EXCESS= .0000E+00 OUTFLOW= .3409E+00 BASIN STORAGE= .3732E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CJ6 MANE .70 4.01 206.22 1.06 5.00 4.00 215.00 1.06
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3378E+00 EXCESS= .0000E+00 OUTFLOW= .3378E+00 BASIN STORAGE= .3701E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CJ6 MANE .70 4.01 206.22 1.05 5.00 4.00 215.00 1.05
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3357E+00 EXCESS= .0000E+00 OUTFLOW= .3356E+00 BASIN STORAGE= .3680E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CJ6 MANE .70 4.01 206.22 1.04 5.00 4.00 215.00 1.04
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3322E+00 EXCESS= .0000E+00 OUTFLOW= .3322E+00 BASIN STORAGE= .3645E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CJ6 MANE .70 4.01 206.22 1.02 5.00 4.00 215.00 1.03
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3278E+00 EXCESS= .0000E+00 OUTFLOW= .3278E+00 BASIN STORAGE= .3601E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CJ2 MANE .61 8.00 211.43 .86 5.00 8.00 215.00 .86
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1103E+01 EXCESS= .0000E+00 OUTFLOW= .1103E+01 BASIN STORAGE= .3709E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CJ2 MANE .61 8.00 211.43 .85 5.00 8.00 215.00 .85
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1088E+01 EXCESS= .0000E+00 OUTFLOW= .1088E+01 BASIN STORAGE= .3650E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CJ2 MANE .61 8.00 211.43 .83 5.00 8.00 215.00 .83
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1062E+01 EXCESS= .0000E+00 OUTFLOW= .1062E+01 BASIN STORAGE= .3552E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CJ2 MANE .61 8.00 211.43 .81 5.00 8.00 215.00 .81
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1037E+01 EXCESS= .0000E+00 OUTFLOW= .1037E+01 BASIN STORAGE= .3735E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CJ2 MANE .61 8.00 211.43 .80 5.00 8.00 215.00 .80
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1026E+01 EXCESS= .0000E+00 OUTFLOW= .1026E+01 BASIN STORAGE= .3693E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CJ2 MANE .61 8.00 211.43 .80 5.00 8.00 215.00 .80
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1019E+01 EXCESS= .0000E+00 OUTFLOW= .1019E+01 BASIN STORAGE= .3662E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CJ2 MANE .61 8.00 211.43 .79 5.00 8.00 215.00 .79
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1013E+01 EXCESS= .0000E+00 OUTFLOW= .1013E+01 BASIN STORAGE= .3641E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CJ2 MANE .61 8.00 211.43 .78 5.00 8.00 215.00 .78
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1003E+01 EXCESS= .0000E+00 OUTFLOW= .1003E+01 BASIN STORAGE= .3606E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CJ2 MANE .61 8.00 211.43 .77 5.00 8.00 215.00 .77
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9911E+00 EXCESS= .0000E+00 OUTFLOW= .9911E+00 BASIN STORAGE= .3563E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RS66CJ6 MANE .50 3.48 214.50 -1.00 5.00 3.46 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RS66CJ6 MANE .50 3.30 214.50 -1.00 5.00 3.28 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RS66CJ6 MANE .50 2.99 214.50 -1.00 5.00 2.99 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RS66CJ6 MANE .50 2.69 215.00 -1.00 5.00 2.69 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RS66CJ6 MANE .50 2.57 215.00 -1.00 5.00 2.57 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RS66CJ6 MANE .50 2.49 215.00 -1.00 5.00 2.49 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RS66CJ6 MANE .50 2.43 215.00 -1.00 5.00 2.43 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RS66CJ6 MANE .50 2.33 215.00 -1.00 5.00 2.33 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RS66CJ6 MANE .50 2.21 215.00 -1.00 5.00 2.21 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RS66CJ6 MANE 1.25 17.70 216.25 -1.00 5.00 17.46 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RS66CJ6 MANE 1.25 17.18 216.25 -1.00 5.00 16.94 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RS66CJ6 MANE 1.25 16.31 216.25 -1.00 5.00 16.07 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RS66CJ6 MANE 1.25 15.45 216.25 -1.00 5.00 15.20 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RS66CJ6 MANE 1.25 15.11 216.25 -1.00 5.00 14.85 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RS66CJ6 MANE 1.00 14.85 216.00 -1.00 5.00 14.62 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RS66CJ6 MANE 1.00 14.68 216.00 -1.00 5.00 14.44 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RS66CJ6 MANE 1.00 14.41 216.00 -1.00 5.00 14.17 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RS66CJ6 MANE 1.00 14.07 216.00 -1.00 5.00 13.82 215.00 -1.00
FOR PLAN = 1 RATIO= .00
R66CJ4 MANE .49 24.00 210.92 1.25 5.00 24.00 215.00 1.25
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2006E+01 EXCESS= .0000E+00 OUTFLOW= .2006E+01 BASIN STORAGE= .3653E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CJ4 MANE .49 24.00 210.92 1.23 5.00 24.00 215.00 1.23
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1968E+01 EXCESS= .0000E+00 OUTFLOW= .1968E+01 BASIN STORAGE= .3595E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CJ4 MANE .49 24.00 210.92 1.19 5.00 24.00 215.00 1.19
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1906E+01 EXCESS= .0000E+00 OUTFLOW= .1906E+01 BASIN STORAGE= .3816E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CJ4 MANE .49 24.00 210.92 1.15 5.00 24.00 215.00 1.15
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1845E+01 EXCESS= .0000E+00 OUTFLOW= .1845E+01 BASIN STORAGE= .3705E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CJ4 MANE .49 24.00 210.92 1.14 5.00 24.00 215.00 1.14
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1821E+01 EXCESS= .0000E+00 OUTFLOW= .1821E+01 BASIN STORAGE= .3663E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CJ4 MANE .49 24.00 210.92 1.13 5.00 24.00 215.00 1.13
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1804E+01 EXCESS= .0000E+00 OUTFLOW= .1804E+01 BASIN STORAGE= .3633E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CJ4 MANE .49 24.00 210.92 1.12 5.00 24.00 215.00 1.12
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1792E+01 EXCESS= .0000E+00 OUTFLOW= .1792E+01 BASIN STORAGE= .3612E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CJ4 MANE .49 24.00 216.32 1.11 5.00 23.98 215.00 1.11
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1771E+01 EXCESS= .0000E+00 OUTFLOW= .1771E+01 BASIN STORAGE= .3578E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CJ4 MANE .49 24.00 216.32 1.09 5.00 23.97 220.00 1.09
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1744E+01 EXCESS= .0000E+00 OUTFLOW= .1744E+01 BASIN STORAGE= .3515E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CJ3A MANE .15 28.00 215.60 1.09 5.00 28.00 220.00 1.09
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2725E+01 EXCESS= .0000E+00 OUTFLOW= .2725E+01 BASIN STORAGE= .1128E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CJ3A MANE .15 28.00 215.60 1.07 5.00 27.99 220.00 1.07
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2679E+01 EXCESS= .0000E+00 OUTFLOW= .2679E+01 BASIN STORAGE= .1137E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CJ3A MANE .15 28.00 215.45 1.04 5.00 27.99 215.00 1.04
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2602E+01 EXCESS= .0000E+00 OUTFLOW= .2602E+01 BASIN STORAGE= .1131E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CJ3A MANE .15 28.00 215.45 1.01 5.00 27.99 215.00 1.01
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2525E+01 EXCESS= .0000E+00 OUTFLOW= .2525E+01 BASIN STORAGE= .1124E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CJ3A MANE .15 28.00 215.45 .99 5.00 27.99 215.00 .99
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2493E+01 EXCESS= .0000E+00 OUTFLOW= .2493E+01 BASIN STORAGE= .1135E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CJ3A MANE .15 28.00 215.45 .99 5.00 27.99 215.00 .99
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2471E+01 EXCESS= .0000E+00 OUTFLOW= .2471E+01 BASIN STORAGE= .1125E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CJ3A MANE .15 28.00 215.45 .98 5.00 27.99 215.00 .98
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2455E+01 EXCESS= .0000E+00 OUTFLOW= .2455E+01 BASIN STORAGE= .1119E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CJ3A MANE .15 27.98 215.63 .97 5.00 27.96 215.00 .97
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2428E+01 EXCESS= .0000E+00 OUTFLOW= .2428E+01 BASIN STORAGE= .1127E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CJ3A MANE .15 27.97 219.91 .95 5.00 27.95 220.00 .95
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2393E+01 EXCESS= .0000E+00 OUTFLOW= .2393E+01 BASIN STORAGE= .1123E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RS66CJ6 MANE .75 11.73 216.75 -1.00 5.00 10.94 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RS66CJ6 MANE .75 10.88 216.75 -1.00 5.00 10.04 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RS66CJ6 MANE .75 9.46 216.75 -1.00 5.00 8.53 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RS66CJ6 MANE .75 8.05 216.75 -1.00 5.00 7.01 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RS66CJ6 MANE .75 7.48 216.75 -1.00 5.00 6.41 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RS66CJ6 MANE .75 7.09 216.75 -1.00 5.00 5.99 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RS66CJ6 MANE .75 6.81 216.75 -1.00 5.00 5.68 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RS66CJ6 MANE .75 6.36 216.75 -1.00 5.00 5.24 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RS66CJ6 MANE .75 5.79 216.75 -1.00 5.00 4.78 215.00 -1.00
FOR PLAN = 1 RATIO= .00
R66CJ3 MANE .29 49.92 215.39 1.36 5.00 49.90 215.00 1.36
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3420E+01 EXCESS= .0000E+00 OUTFLOW= .3420E+01 BASIN STORAGE= .2449E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CJ3 MANE .29 49.87 215.40 1.33 5.00 49.82 215.00 1.33
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3343E+01 EXCESS= .0000E+00 OUTFLOW= .3342E+01 BASIN STORAGE= .2408E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CJ3 MANE .29 49.78 215.11 1.28 5.00 49.70 215.00 1.28
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3215E+01 EXCESS= .0000E+00 OUTFLOW= .3215E+01 BASIN STORAGE= .2455E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CJ3 MANE .29 49.60 215.22 1.23 5.00 49.47 215.00 1.23
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3088E+01 EXCESS= .0000E+00 OUTFLOW= .3088E+01 BASIN STORAGE= .2415E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CJ3 MANE .29 48.65 215.17 1.21 5.00 48.52 215.00 1.21
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3031E+01 EXCESS= .0000E+00 OUTFLOW= .3031E+01 BASIN STORAGE= .2477E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CJ3 MANE .29 48.00 215.16 1.19 5.00 47.88 215.00 1.19
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2992E+01 EXCESS= .0000E+00 OUTFLOW= .2992E+01 BASIN STORAGE= .2392E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CJ3 MANE .29 47.59 215.29 1.18 5.00 47.47 215.00 1.18
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2964E+01 EXCESS= .0000E+00 OUTFLOW= .2964E+01 BASIN STORAGE= .2419E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CJ3 MANE .29 46.83 215.36 1.16 5.00 46.71 215.00 1.16
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2919E+01 EXCESS= .0000E+00 OUTFLOW= .2919E+01 BASIN STORAGE= .2393E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CJ3 MANE .29 46.02 215.26 1.14 5.00 45.88 215.00 1.14
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2862E+01 EXCESS= .0000E+00 OUTFLOW= .2862E+01 BASIN STORAGE= .2470E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CJ5 MANE .19 53.84 215.27 1.30 5.00 53.80 215.00 1.30
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3940E+01 EXCESS= .0000E+00 OUTFLOW= .3940E+01 BASIN STORAGE= .1607E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CJ5 MANE .19 53.73 215.14 1.27 5.00 53.69 215.00 1.27
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3854E+01 EXCESS= .0000E+00 OUTFLOW= .3854E+01 BASIN STORAGE= .1612E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CJ5 MANE .19 53.54 215.24 1.22 5.00 53.49 215.00 1.22
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3712E+01 EXCESS= .0000E+00 OUTFLOW= .3712E+01 BASIN STORAGE= .1630E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CJ5 MANE .19 53.26 215.23 1.17 5.00 53.20 215.00 1.18
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3572E+01 EXCESS= .0000E+00 OUTFLOW= .3571E+01 BASIN STORAGE= .1657E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CJ5 MANE .19 52.32 215.23 1.15 5.00 52.26 215.00 1.15
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3509E+01 EXCESS= .0000E+00 OUTFLOW= .3509E+01 BASIN STORAGE= .1621E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CJ5 MANE .19 51.70 215.18 1.14 5.00 51.64 215.00 1.14
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3466E+01 EXCESS= .0000E+00 OUTFLOW= .3466E+01 BASIN STORAGE= .1601E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CJ5 MANE .19 51.28 215.14 1.13 5.00 51.20 215.00 1.13
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3436E+01 EXCESS= .0000E+00 OUTFLOW= .3436E+01 BASIN STORAGE= .1644E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CJ5 MANE .19 50.54 215.19 1.11 5.00 50.48 215.00 1.11
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3386E+01 EXCESS= .0000E+00 OUTFLOW= .3386E+01 BASIN STORAGE= .1626E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CJ5 MANE .19 49.69 215.13 1.09 5.00 49.61 215.00 1.09
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3324E+01 EXCESS= .0000E+00 OUTFLOW= .3324E+01 BASIN STORAGE= .1622E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RS66CJ6 MANE .25 5.57 216.75 -1.00 5.00 3.77 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RS66CJ6 MANE .25 4.25 216.75 -1.00 5.00 2.75 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RS66CJ6 MANE .25 2.06 217.25 -1.00 5.00 1.11 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RS66CJ6 MANE 5.00 .00 .00 -1.00 5.00 .00 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RS66CJ6 MANE 5.00 .00 .00 -1.00 5.00 .00 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RS66CJ6 MANE 5.00 .00 .00 -1.00 5.00 .00 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RS66CJ6 MANE 5.00 .00 .00 -1.00 5.00 .00 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RS66CJ6 MANE 5.00 .00 .00 -1.00 5.00 .00 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RS66CJ6 MANE 5.00 .00 .00 -1.00 5.00 .00 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RCCG MANE .34 171.97 215.22 3.17 5.00 171.39 215.00 3.17
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1134E+02 EXCESS= .0000E+00 OUTFLOW= .1134E+02 BASIN STORAGE= .3600E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCG MANE .34 167.88 215.26 3.09 5.00 167.31 215.00 3.09
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1105E+02 EXCESS= .0000E+00 OUTFLOW= .1105E+02 BASIN STORAGE= .3566E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCG MANE .34 161.18 215.34 2.96 5.00 160.75 215.00 2.96
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1057E+02 EXCESS= .0000E+00 OUTFLOW= .1057E+02 BASIN STORAGE= .3668E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCG MANE .34 154.88 215.33 2.82 5.00 154.43 215.00 2.83
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1009E+02 EXCESS= .0000E+00 OUTFLOW= .1009E+02 BASIN STORAGE= .3693E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCG MANE .34 151.96 215.44 2.77 5.00 151.37 215.00 2.77
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9903E+01 EXCESS= .0000E+00 OUTFLOW= .9902E+01 BASIN STORAGE= .3569E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCG MANE .35 150.07 215.31 2.73 5.00 149.56 215.00 2.74
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9772E+01 EXCESS= .0000E+00 OUTFLOW= .9771E+01 BASIN STORAGE= .3754E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCG MANE .35 148.72 215.36 2.71 5.00 148.24 215.00 2.71
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9679E+01 EXCESS= .0000E+00 OUTFLOW= .9678E+01 BASIN STORAGE= .3698E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCG MANE .35 146.47 215.32 2.67 5.00 145.97 215.00 2.67
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9529E+01 EXCESS= .0000E+00 OUTFLOW= .9528E+01 BASIN STORAGE= .3763E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCG MANE .35 143.66 215.45 2.61 5.00 143.04 215.00 2.61
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9342E+01 EXCESS= .0000E+00 OUTFLOW= .9341E+01 BASIN STORAGE= .3619E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CF MANE .30 177.67 215.35 2.86 5.00 176.82 215.00 2.86
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1206E+02 EXCESS= .0000E+00 OUTFLOW= .1206E+02 BASIN STORAGE= .3261E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CF MANE .30 173.54 215.44 2.79 5.00 172.65 215.00 2.79
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1176E+02 EXCESS= .0000E+00 OUTFLOW= .1176E+02 BASIN STORAGE= .3295E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CF MANE .31 166.97 215.26 2.67 5.00 166.22 215.00 2.67
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1126E+02 EXCESS= .0000E+00 OUTFLOW= .1126E+02 BASIN STORAGE= .3289E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CF MANE .31 160.71 215.38 2.55 5.00 159.87 215.00 2.56
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1076E+02 EXCESS= .0000E+00 OUTFLOW= .1076E+02 BASIN STORAGE= .3278E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CF MANE .31 157.65 215.27 2.51 5.00 156.91 215.00 2.51
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1057E+02 EXCESS= .0000E+00 OUTFLOW= .1056E+02 BASIN STORAGE= .3247E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CF MANE .31 155.81 215.46 2.48 5.00 154.97 215.00 2.48
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1043E+02 EXCESS= .0000E+00 OUTFLOW= .1043E+02 BASIN STORAGE= .3289E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CF MANE .31 154.44 215.51 2.45 5.00 153.67 215.00 2.45
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1033E+02 EXCESS= .0000E+00 OUTFLOW= .1033E+02 BASIN STORAGE= .3262E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CF MANE .31 152.19 215.52 2.42 5.00 151.42 215.00 2.42
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1018E+02 EXCESS= .0000E+00 OUTFLOW= .1018E+02 BASIN STORAGE= .3359E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CF MANE .31 149.37 215.42 2.37 5.00 148.52 215.00 2.37
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9980E+01 EXCESS= .0000E+00 OUTFLOW= .9979E+01 BASIN STORAGE= .3354E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CE MANE .26 183.28 215.26 2.68 5.00 182.54 215.00 2.68
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1271E+02 EXCESS= .0000E+00 OUTFLOW= .1271E+02 BASIN STORAGE= .2821E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CE MANE .26 179.06 215.47 2.61 5.00 178.31 215.00 2.61
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1239E+02 EXCESS= .0000E+00 OUTFLOW= .1239E+02 BASIN STORAGE= .2758E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CE MANE .26 172.62 215.23 2.50 5.00 171.91 215.00 2.50
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1187E+02 EXCESS= .0000E+00 OUTFLOW= .1187E+02 BASIN STORAGE= .2817E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CE MANE .26 166.35 215.27 2.39 5.00 165.62 215.00 2.39
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1136E+02 EXCESS= .0000E+00 OUTFLOW= .1136E+02 BASIN STORAGE= .2760E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CE MANE .26 163.39 215.25 2.35 5.00 162.67 215.00 2.35
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1115E+02 EXCESS= .0000E+00 OUTFLOW= .1115E+02 BASIN STORAGE= .2770E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CE MANE .26 161.43 215.24 2.32 5.00 160.73 215.00 2.32
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1101E+02 EXCESS= .0000E+00 OUTFLOW= .1101E+02 BASIN STORAGE= .2817E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CE MANE .26 160.16 215.32 2.30 5.00 159.37 215.00 2.30
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1091E+02 EXCESS= .0000E+00 OUTFLOW= .1091E+02 BASIN STORAGE= .2780E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CE MANE .26 157.89 215.40 2.26 5.00 157.08 215.00 2.26
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1075E+02 EXCESS= .0000E+00 OUTFLOW= .1075E+02 BASIN STORAGE= .2772E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CE MANE .27 155.02 215.40 2.22 5.00 154.21 215.00 2.22
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1054E+02 EXCESS= .0000E+00 OUTFLOW= .1054E+02 BASIN STORAGE= .2789E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CD MANE .30 188.84 215.58 2.48 5.00 188.00 215.00 2.48
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1348E+02 EXCESS= .0000E+00 OUTFLOW= .1348E+02 BASIN STORAGE= .3253E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CD MANE .30 184.61 215.37 2.42 5.00 183.66 215.00 2.42
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1315E+02 EXCESS= .0000E+00 OUTFLOW= .1315E+02 BASIN STORAGE= .3305E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CD MANE .30 178.21 215.39 2.32 5.00 177.25 215.00 2.32
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1261E+02 EXCESS= .0000E+00 OUTFLOW= .1261E+02 BASIN STORAGE= .3277E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CD MANE .30 171.91 215.43 2.22 5.00 170.93 215.00 2.22
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1207E+02 EXCESS= .0000E+00 OUTFLOW= .1207E+02 BASIN STORAGE= .3215E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CD MANE .30 168.99 215.57 2.18 5.00 168.16 215.00 2.18
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1186E+02 EXCESS= .0000E+00 OUTFLOW= .1186E+02 BASIN STORAGE= .3227E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CD MANE .30 167.06 215.46 2.15 5.00 166.09 215.00 2.15
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1171E+02 EXCESS= .0000E+00 OUTFLOW= .1171E+02 BASIN STORAGE= .3269E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CD MANE .30 165.71 215.52 2.13 5.00 164.79 215.00 2.13
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1160E+02 EXCESS= .0000E+00 OUTFLOW= .1160E+02 BASIN STORAGE= .3245E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CD MANE .30 163.44 215.50 2.10 5.00 162.49 215.00 2.10
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1143E+02 EXCESS= .0000E+00 OUTFLOW= .1143E+02 BASIN STORAGE= .3219E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CD MANE .31 160.60 215.35 2.06 5.00 159.73 215.00 2.06
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1122E+02 EXCESS= .0000E+00 OUTFLOW= .1122E+02 BASIN STORAGE= .3237E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CC MANE .14 194.45 215.33 2.38 5.00 194.12 215.00 2.38
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1408E+02 EXCESS= .0000E+00 OUTFLOW= .1408E+02 BASIN STORAGE= .1510E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CC MANE .14 190.14 215.32 2.32 5.00 189.80 215.00 2.32
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1374E+02 EXCESS= .0000E+00 OUTFLOW= .1374E+02 BASIN STORAGE= .1516E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CC MANE .14 183.71 215.26 2.23 5.00 183.44 215.00 2.23
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1318E+02 EXCESS= .0000E+00 OUTFLOW= .1318E+02 BASIN STORAGE= .1511E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CC MANE .14 177.37 215.21 2.13 5.00 177.07 215.00 2.13
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1263E+02 EXCESS= .0000E+00 OUTFLOW= .1263E+02 BASIN STORAGE= .1522E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CC MANE .14 174.63 215.32 2.10 5.00 174.36 215.00 2.10
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1241E+02 EXCESS= .0000E+00 OUTFLOW= .1241E+02 BASIN STORAGE= .1510E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CC MANE .14 172.58 215.27 2.07 5.00 172.35 215.00 2.07
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1225E+02 EXCESS= .0000E+00 OUTFLOW= .1225E+02 BASIN STORAGE= .1514E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CC MANE .14 171.28 215.31 2.05 5.00 171.04 215.00 2.05
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1214E+02 EXCESS= .0000E+00 OUTFLOW= .1214E+02 BASIN STORAGE= .1506E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CC MANE .14 169.00 215.31 2.02 5.00 168.72 215.00 2.02
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1197E+02 EXCESS= .0000E+00 OUTFLOW= .1197E+02 BASIN STORAGE= .1520E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CC MANE .14 166.26 215.30 1.98 5.00 166.00 215.00 1.98
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1175E+02 EXCESS= .0000E+00 OUTFLOW= .1175E+02 BASIN STORAGE= .1526E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R66CG MANE .75 5.33 216.00 -1.00 5.00 5.31 215.00 -1.00
FOR PLAN = 1 RATIO= .00
R66CG MANE .75 5.03 215.25 -1.00 5.00 5.02 215.00 -1.00
FOR PLAN = 1 RATIO= .00
R66CG MANE .75 4.54 215.25 -1.00 5.00 4.53 215.00 -1.00
FOR PLAN = 1 RATIO= .00
R66CG MANE .75 4.05 215.25 -1.00 5.00 4.04 215.00 -1.00
FOR PLAN = 1 RATIO= .00
R66CG MANE .75 3.86 216.00 -1.00 5.00 3.84 215.00 -1.00
FOR PLAN = 1 RATIO= .00
R66CG MANE .75 3.73 216.00 -1.00 5.00 3.71 215.00 -1.00
FOR PLAN = 1 RATIO= .00
R66CG MANE .75 3.63 216.00 -1.00 5.00 3.61 215.00 -1.00
FOR PLAN = 1 RATIO= .00
R66CG MANE .75 3.48 216.00 -1.00 5.00 3.45 215.00 -1.00
FOR PLAN = 1 RATIO= .00
R66CG MANE .75 3.28 216.00 -1.00 5.00 3.26 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RC66CF MANE .75 12.82 216.00 -1.00 5.00 12.51 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RC66CF MANE .75 12.18 216.00 -1.00 5.00 11.86 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RC66CF MANE .75 11.10 216.00 -1.00 5.00 10.78 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RC66CF MANE .75 10.03 216.00 -1.00 5.00 9.69 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RC66CF MANE .75 9.60 216.00 -1.00 5.00 9.26 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RC66CF MANE 1.00 9.30 216.00 -1.00 5.00 9.00 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RC66CF MANE 1.00 9.09 216.00 -1.00 5.00 8.78 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RC66CF MANE 1.00 8.75 216.00 -1.00 5.00 8.43 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RC66CF MANE 1.00 8.32 216.00 -1.00 5.00 7.99 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RC66CE MANE .75 17.42 216.00 -1.00 5.00 16.80 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RC66CE MANE .75 16.48 216.00 -1.00 5.00 15.85 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RC66CE MANE .75 14.91 216.00 -1.00 5.00 14.27 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RC66CE MANE .75 13.34 216.00 -1.00 5.00 12.68 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RC66CE MANE .75 12.71 216.00 -1.00 5.00 12.04 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RC66CE MANE 1.00 12.33 216.00 -1.00 5.00 11.68 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RC66CE MANE 1.00 12.01 216.00 -1.00 5.00 11.36 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RC66CE MANE 1.00 11.51 216.00 -1.00 5.00 10.85 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RC66CE MANE 1.00 10.88 216.00 -1.00 5.00 10.22 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RC66CD MANE .75 25.43 216.00 -1.00 5.00 24.48 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RC66CD MANE .75 24.11 216.00 -1.00 5.00 23.15 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RC66CD MANE .75 21.90 216.00 -1.00 5.00 20.93 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RC66CD MANE .75 19.69 216.00 -1.00 5.00 18.70 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RC66CD MANE .75 18.80 216.00 -1.00 5.00 17.82 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RC66CD MANE 1.00 18.35 216.00 -1.00 5.00 17.26 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RC66CD MANE 1.00 17.91 216.00 -1.00 5.00 16.82 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RC66CD MANE 1.00 17.14 216.00 -1.00 5.00 16.15 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RC66CD MANE 1.00 16.26 216.00 -1.00 5.00 15.28 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RC66CC MANE .41 28.36 215.55 -1.00 5.00 27.97 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RC66CC MANE .42 26.76 215.29 -1.00 5.00 26.38 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RC66CC MANE .43 24.14 215.33 -1.00 5.00 23.73 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RC66CC MANE .44 21.57 215.42 -1.00 5.00 21.11 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RC66CC MANE .45 20.52 215.44 -1.00 5.00 20.06 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RC66CC MANE .45 19.83 215.43 -1.00 5.00 19.36 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RC66CC MANE .46 19.31 215.50 -1.00 5.00 18.83 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RC66CC MANE .46 18.52 215.49 -1.00 5.00 18.03 215.00 -1.00
FOR PLAN = 1 RATIO= .00
RC66CC MANE .47 17.35 215.33 -1.00 5.00 16.96 215.00 -1.00
FOR PLAN = 1 RATIO= .00
R5X5 MANE .12 221.94 215.20 2.49 5.00 221.32 215.00 2.49
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1472E+02 EXCESS= .0000E+00 OUTFLOW= .1472E+02 BASIN STORAGE= .1134E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R5X5 MANE .12 216.09 215.16 2.42 5.00 215.44 215.00 2.42
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1433E+02 EXCESS= .0000E+00 OUTFLOW= .1433E+02 BASIN STORAGE= .1136E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R5X5 MANE .12 207.06 215.11 2.32 5.00 206.45 215.00 2.32
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1371E+02 EXCESS= .0000E+00 OUTFLOW= .1371E+02 BASIN STORAGE= .1135E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R5X5 MANE .12 198.12 215.14 2.21 5.00 197.47 215.00 2.21
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1308E+02 EXCESS= .0000E+00 OUTFLOW= .1308E+02 BASIN STORAGE= .1134E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R5X5 MANE .12 194.31 215.19 2.17 5.00 193.65 215.00 2.17
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1284E+02 EXCESS= .0000E+00 OUTFLOW= .1284E+02 BASIN STORAGE= .1140E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R5X5 MANE .12 191.65 215.15 2.14 5.00 190.98 215.00 2.14
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1266E+02 EXCESS= .0000E+00 OUTFLOW= .1266E+02 BASIN STORAGE= .1125E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R5X5 MANE .13 189.74 215.23 2.12 5.00 189.17 215.00 2.12
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1254E+02 EXCESS= .0000E+00 OUTFLOW= .1254E+02 BASIN STORAGE= .1121E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R5X5 MANE .13 186.69 215.15 2.09 5.00 186.05 215.00 2.09
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1235E+02 EXCESS= .0000E+00 OUTFLOW= .1235E+02 BASIN STORAGE= .1133E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R5X5 MANE .13 182.91 215.15 2.04 5.00 182.28 215.00 2.04
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1210E+02 EXCESS= .0000E+00 OUTFLOW= .1210E+02 BASIN STORAGE= .1132E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCW66-C MANE .33 1042.35 220.22 4.01 5.00 1041.17 220.00 4.01
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9151E+02 EXCESS= .0000E+00 OUTFLOW= .9151E+02 BASIN STORAGE= .5939E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCW66-C MANE .34 1020.91 220.38 3.92 5.00 1020.27 220.00 3.93
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8957E+02 EXCESS= .0000E+00 OUTFLOW= .8957E+02 BASIN STORAGE= .6159E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCW66-C MANE .34 998.92 220.30 3.79 5.00 997.31 220.00 3.80
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8659E+02 EXCESS= .0000E+00 OUTFLOW= .8659E+02 BASIN STORAGE= .5925E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCW66-C MANE .34 975.41 220.37 3.66 5.00 972.77 220.00 3.66
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8355E+02 EXCESS= .0000E+00 OUTFLOW= .8355E+02 BASIN STORAGE= .6180E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCW66-C MANE .34 964.92 220.56 3.61 5.00 962.48 220.00 3.61
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8231E+02 EXCESS= .0000E+00 OUTFLOW= .8231E+02 BASIN STORAGE= .5958E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCW66-C MANE .34 958.65 220.49 3.57 5.00 955.47 220.00 3.57
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8142E+02 EXCESS= .0000E+00 OUTFLOW= .8142E+02 BASIN STORAGE= .5933E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCW66-C MANE .34 954.01 220.55 3.54 5.00 950.82 220.00 3.54
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8081E+02 EXCESS= .0000E+00 OUTFLOW= .8081E+02 BASIN STORAGE= .6134E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCW66-C MANE .35 946.84 220.55 3.50 5.00 943.14 220.00 3.50
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7980E+02 EXCESS= .0000E+00 OUTFLOW= .7980E+02 BASIN STORAGE= .5988E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCW66-C MANE .35 937.79 220.41 3.44 5.00 933.38 220.00 3.44
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7856E+02 EXCESS= .0000E+00 OUTFLOW= .7856E+02 BASIN STORAGE= .6158E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCNW77-C MANE .15 1070.71 220.16 3.83 5.00 1070.34 220.00 3.83
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9398E+02 EXCESS= .0000E+00 OUTFLOW= .9398E+02 BASIN STORAGE= .2754E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCNW77-C MANE .15 1049.14 220.13 3.75 5.00 1048.82 220.00 3.75
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9199E+02 EXCESS= .0000E+00 OUTFLOW= .9199E+02 BASIN STORAGE= .2773E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCNW77-C MANE .15 1025.02 220.17 3.62 5.00 1024.43 220.00 3.62
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8891E+02 EXCESS= .0000E+00 OUTFLOW= .8891E+02 BASIN STORAGE= .2719E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCNW77-C MANE .16 999.07 220.22 3.50 5.00 998.14 220.00 3.50
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8577E+02 EXCESS= .0000E+00 OUTFLOW= .8577E+02 BASIN STORAGE= .2742E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCNW77-C MANE .16 988.33 220.24 3.44 5.00 987.35 220.00 3.44
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8448E+02 EXCESS= .0000E+00 OUTFLOW= .8448E+02 BASIN STORAGE= .2730E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCNW77-C MANE .16 981.01 220.10 3.41 5.00 979.86 220.00 3.41
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8358E+02 EXCESS= .0000E+00 OUTFLOW= .8358E+02 BASIN STORAGE= .2786E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCNW77-C MANE .16 976.26 220.23 3.38 5.00 974.90 220.00 3.38
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8293E+02 EXCESS= .0000E+00 OUTFLOW= .8293E+02 BASIN STORAGE= .2781E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCNW77-C MANE .16 968.51 220.17 3.34 5.00 966.96 220.00 3.34
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8190E+02 EXCESS= .0000E+00 OUTFLOW= .8190E+02 BASIN STORAGE= .2718E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCNW77-C MANE .16 958.27 220.15 3.29 5.00 956.54 220.00 3.29
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8062E+02 EXCESS= .0000E+00 OUTFLOW= .8062E+02 BASIN STORAGE= .2735E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCNW77-C MANE .18 1074.91 220.17 3.80 5.00 1074.32 220.00 3.80
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9445E+02 EXCESS= .0000E+00 OUTFLOW= .9445E+02 BASIN STORAGE= .3241E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCNW77-C MANE .18 1053.21 220.19 3.72 5.00 1052.84 220.00 3.72
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9244E+02 EXCESS= .0000E+00 OUTFLOW= .9244E+02 BASIN STORAGE= .3226E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCNW77-C MANE .18 1028.44 220.11 3.59 5.00 1027.65 220.00 3.60
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8935E+02 EXCESS= .0000E+00 OUTFLOW= .8935E+02 BASIN STORAGE= .3221E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCNW77-C MANE .18 1002.00 220.24 3.47 5.00 1000.75 220.00 3.47
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8619E+02 EXCESS= .0000E+00 OUTFLOW= .8619E+02 BASIN STORAGE= .3214E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCNW77-C MANE .18 990.97 220.28 3.42 5.00 989.69 220.00 3.42
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8488E+02 EXCESS= .0000E+00 OUTFLOW= .8488E+02 BASIN STORAGE= .3264E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCNW77-C MANE .18 983.80 220.22 3.38 5.00 982.08 220.00 3.38
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8398E+02 EXCESS= .0000E+00 OUTFLOW= .8398E+02 BASIN STORAGE= .3263E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCNW77-C MANE .18 978.46 220.30 3.35 5.00 976.92 220.00 3.35
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8333E+02 EXCESS= .0000E+00 OUTFLOW= .8333E+02 BASIN STORAGE= .3240E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCNW77-C MANE .18 970.60 220.29 3.31 5.00 968.70 220.00 3.31
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8229E+02 EXCESS= .0000E+00 OUTFLOW= .8229E+02 BASIN STORAGE= .3188E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCNW77-C MANE .19 960.12 220.32 3.26 5.00 958.06 220.00 3.26
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8100E+02 EXCESS= .0000E+00 OUTFLOW= .8100E+02 BASIN STORAGE= .3263E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDW77-C MANE 5.00 .00 .00 -1.00 5.00 .00 220.00 -1.00
FOR PLAN = 1 RATIO= .00
RDW77-C MANE 5.00 .00 .00 -1.00 5.00 .00 220.00 -1.00
FOR PLAN = 1 RATIO= .00
RDW77-C MANE 5.00 .00 .00 -1.00 5.00 .00 220.00 -1.00
FOR PLAN = 1 RATIO= .00
RDW77-C MANE 5.00 .00 .00 -1.00 5.00 .00 220.00 -1.00
FOR PLAN = 1 RATIO= .00
RDW77-C MANE 5.00 .00 .00 -1.00 5.00 .00 220.00 -1.00
FOR PLAN = 1 RATIO= .00
RDW77-C MANE 5.00 .00 .00 -1.00 5.00 .00 220.00 -1.00
FOR PLAN = 1 RATIO= .00
RDW77-C MANE 5.00 .00 .00 -1.00 5.00 .00 220.00 -1.00
FOR PLAN = 1 RATIO= .00
RDW77-C MANE 5.00 .00 .00 -1.00 5.00 .00 220.00 -1.00
FOR PLAN = 1 RATIO= .00
RDW77-C MANE 5.00 .00 .00 -1.00 5.00 .00 220.00 -1.00
FOR PLAN = 1 RATIO= .00
RCPT12 MANE 3.29 55.23 223.39 .60 5.00 55.08 220.00 .60
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3982E+01 EXCESS= .0000E+00 OUTFLOW= .3983E+01 BASIN STORAGE= .5294E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCPT12 MANE 3.31 54.66 221.48 .58 5.00 53.65 220.00 .58
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3876E+01 EXCESS= .0000E+00 OUTFLOW= .3876E+01 BASIN STORAGE= .5551E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCPT12 MANE 3.34 51.74 220.53 .55 5.00 51.18 220.00 .55
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3699E+01 EXCESS= .0000E+00 OUTFLOW= .3699E+01 BASIN STORAGE= .4834E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCPT12 MANE 3.38 49.70 222.98 .53 5.00 48.98 220.00 .53
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3524E+01 EXCESS= .0000E+00 OUTFLOW= .3524E+01 BASIN STORAGE= .5825E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCPT12 MANE 3.39 48.51 220.60 .52 5.00 47.89 220.00 .52
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3454E+01 EXCESS= .0000E+00 OUTFLOW= .3455E+01 BASIN STORAGE= .4811E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCPT12 MANE 3.41 48.28 221.35 .51 5.00 47.25 220.00 .51
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3406E+01 EXCESS= .0000E+00 OUTFLOW= .3407E+01 BASIN STORAGE= .5796E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCPT12 MANE 3.41 48.06 221.89 .51 5.00 46.96 220.00 .51
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3372E+01 EXCESS= .0000E+00 OUTFLOW= .3373E+01 BASIN STORAGE= .5294E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCPT12 MANE 3.43 47.03 222.76 .50 5.00 46.06 220.00 .50
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3315E+01 EXCESS= .0000E+00 OUTFLOW= .3315E+01 BASIN STORAGE= .4457E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCPT12 MANE 3.44 45.48 220.43 .49 5.00 45.01 220.00 .49
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3245E+01 EXCESS= .0000E+00 OUTFLOW= .3246E+01 BASIN STORAGE= .5085E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RNW77-CB MANE 2.87 104.83 220.64 .73 5.00 104.16 220.00 .73
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7446E+01 EXCESS= .0000E+00 OUTFLOW= .7447E+01 BASIN STORAGE= .5686E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RNW77-CB MANE 2.88 101.17 219.16 .71 5.00 100.98 220.00 .71
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7250E+01 EXCESS= .0000E+00 OUTFLOW= .7251E+01 BASIN STORAGE= .5706E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RNW77-CB MANE 2.92 96.83 221.59 .68 5.00 96.19 220.00 .68
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6933E+01 EXCESS= .0000E+00 OUTFLOW= .6934E+01 BASIN STORAGE= .4686E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RNW77-CB MANE 2.95 93.17 221.09 .65 5.00 92.28 220.00 .65
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6621E+01 EXCESS= .0000E+00 OUTFLOW= .6621E+01 BASIN STORAGE= .5286E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RNW77-CB MANE 2.96 90.19 222.19 .64 5.00 90.05 220.00 .64
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6489E+01 EXCESS= .0000E+00 OUTFLOW= .6490E+01 BASIN STORAGE= .5692E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RNW77-CB MANE 2.97 89.77 219.94 .63 5.00 89.74 220.00 .63
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6404E+01 EXCESS= .0000E+00 OUTFLOW= .6405E+01 BASIN STORAGE= .4873E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RNW77-CB MANE 2.98 89.38 220.38 .62 5.00 88.82 220.00 .62
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6344E+01 EXCESS= .0000E+00 OUTFLOW= .6345E+01 BASIN STORAGE= .4517E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RNW77-CB MANE 2.99 87.78 221.31 .61 5.00 86.82 220.00 .61
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6243E+01 EXCESS= .0000E+00 OUTFLOW= .6244E+01 BASIN STORAGE= .5157E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RNW77-CB MANE 3.01 84.89 222.45 .60 5.00 84.85 220.00 .60
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6116E+01 EXCESS= .0000E+00 OUTFLOW= .6117E+01 BASIN STORAGE= .5511E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RFASD1 MANE .63 1202.17 220.50 2.86 5.00 1198.82 220.00 2.86
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1041E+03 EXCESS= .0000E+00 OUTFLOW= .1041E+03 BASIN STORAGE= .1303E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RFASD1 MANE .63 1176.88 220.47 2.80 5.00 1173.99 220.00 2.80
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1018E+03 EXCESS= .0000E+00 OUTFLOW= .1018E+03 BASIN STORAGE= .1242E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RFASD1 MANE .64 1144.57 220.91 2.70 5.00 1141.57 220.00 2.70
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9834E+02 EXCESS= .0000E+00 OUTFLOW= .9834E+02 BASIN STORAGE= .1289E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RFASD1 MANE .65 1114.39 220.81 2.60 5.00 1108.45 220.00 2.60
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9478E+02 EXCESS= .0000E+00 OUTFLOW= .9478E+02 BASIN STORAGE= .1230E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RFASD1 MANE .65 1101.47 220.60 2.56 5.00 1094.76 220.00 2.56
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9332E+02 EXCESS= .0000E+00 OUTFLOW= .9332E+02 BASIN STORAGE= .1310E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RFASD1 MANE .65 1093.34 220.60 2.53 5.00 1086.02 220.00 2.54
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9231E+02 EXCESS= .0000E+00 OUTFLOW= .9231E+02 BASIN STORAGE= .1285E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RFASD1 MANE .65 1085.48 221.11 2.51 5.00 1078.90 220.00 2.52
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9158E+02 EXCESS= .0000E+00 OUTFLOW= .9158E+02 BASIN STORAGE= .1326E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RFASD1 MANE .66 1077.28 220.66 2.48 5.00 1068.76 220.00 2.48
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9041E+02 EXCESS= .0000E+00 OUTFLOW= .9041E+02 BASIN STORAGE= .1193E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RFASD1 MANE .66 1063.16 221.07 2.44 5.00 1054.06 220.00 2.44
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8897E+02 EXCESS= .0000E+00 OUTFLOW= .8897E+02 BASIN STORAGE= .1287E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDWBA6-C MANE 5.00 .00 .00 -1.00 5.00 .00 220.00 -1.00
FOR PLAN = 1 RATIO= .00
RDWBA6-C MANE 5.00 .00 .00 -1.00 5.00 .00 220.00 -1.00
FOR PLAN = 1 RATIO= .00
RDWBA6-C MANE 5.00 .00 .00 -1.00 5.00 .00 220.00 -1.00
FOR PLAN = 1 RATIO= .00
RDWBA6-C MANE 5.00 .00 .00 -1.00 5.00 .00 220.00 -1.00
FOR PLAN = 1 RATIO= .00
RDWBA6-C MANE 5.00 .00 .00 -1.00 5.00 .00 220.00 -1.00
FOR PLAN = 1 RATIO= .00
RDWBA6-C MANE 5.00 .00 .00 -1.00 5.00 .00 220.00 -1.00
FOR PLAN = 1 RATIO= .00
RDWBA6-C MANE 5.00 .00 .00 -1.00 5.00 .00 220.00 -1.00
FOR PLAN = 1 RATIO= .00
RDWBA6-C MANE 5.00 .00 .00 -1.00 5.00 .00 220.00 -1.00
FOR PLAN = 1 RATIO= .00
RDWBA6-C MANE 5.00 .00 .00 -1.00 5.00 .00 220.00 -1.00
FOR PLAN = 1 RATIO= .00
RDNWBA6C MANE 3.36 59.60 221.49 -1.00 5.00 58.37 220.00 -1.00
FOR PLAN = 1 RATIO= .00
RDNWBA6C MANE 3.38 57.37 223.11 -1.00 5.00 56.74 220.00 -1.00
FOR PLAN = 1 RATIO= .00
RDNWBA6C MANE 3.42 54.87 222.50 -1.00 5.00 53.71 220.00 -1.00
FOR PLAN = 1 RATIO= .00
RDNWBA6C MANE 3.47 52.24 221.98 -1.00 5.00 51.01 220.00 -1.00
FOR PLAN = 1 RATIO= .00
RDNWBA6C MANE 3.49 50.77 223.19 -1.00 5.00 49.87 220.00 -1.00
FOR PLAN = 1 RATIO= .00
RDNWBA6C MANE 3.50 49.47 220.51 -1.00 5.00 48.86 220.00 -1.00
FOR PLAN = 1 RATIO= .00
RDNWBA6C MANE 3.51 49.27 221.11 -1.00 5.00 48.24 220.00 -1.00
FOR PLAN = 1 RATIO= .00
RDNWBA6C MANE 3.52 48.98 222.07 -1.00 5.00 47.77 220.00 -1.00
FOR PLAN = 1 RATIO= .00
RDNWBA6C MANE 3.54 47.62 223.29 -1.00 5.00 46.69 220.00 -1.00
FOR PLAN = 1 RATIO= .00
RCPT11B MANE 2.60 154.13 224.01 1.71 5.00 152.36 225.00 1.71
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1203E+02 EXCESS= .0000E+00 OUTFLOW= .1203E+02 BASIN STORAGE= .5220E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCPT11B MANE 2.62 150.33 222.81 1.67 5.00 150.15 225.00 1.67
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1172E+02 EXCESS= .0000E+00 OUTFLOW= .1173E+02 BASIN STORAGE= .4965E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCPT11B MANE 2.65 143.86 222.70 1.59 5.00 143.74 225.00 1.59
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1120E+02 EXCESS= .0000E+00 OUTFLOW= .1120E+02 BASIN STORAGE= .5246E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCPT11B MANE 2.68 137.30 222.61 1.52 5.00 137.29 225.00 1.52
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1068E+02 EXCESS= .0000E+00 OUTFLOW= .1069E+02 BASIN STORAGE= .5314E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCPT11B MANE 2.70 134.63 223.69 1.49 5.00 133.60 225.00 1.49
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1047E+02 EXCESS= .0000E+00 OUTFLOW= .1047E+02 BASIN STORAGE= .5609E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCPT11B MANE 2.71 132.97 224.54 1.47 5.00 132.21 225.00 1.47
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1033E+02 EXCESS= .0000E+00 OUTFLOW= .1033E+02 BASIN STORAGE= .4597E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCPT11B MANE 2.71 131.73 225.12 1.45 5.00 131.70 225.00 1.45
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1023E+02 EXCESS= .0000E+00 OUTFLOW= .1023E+02 BASIN STORAGE= .5531E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCPT11B MANE 2.72 129.21 223.14 1.43 5.00 129.00 225.00 1.43
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1007E+02 EXCESS= .0000E+00 OUTFLOW= .1007E+02 BASIN STORAGE= .4638E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCPT11B MANE 2.73 127.18 224.27 1.40 5.00 126.28 225.00 1.40
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9858E+01 EXCESS= .0000E+00 OUTFLOW= .9859E+01 BASIN STORAGE= .4926E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
DEERSP MANE 5.00 21.50 225.00 -1.00 5.00 21.50 225.00 -1.00
FOR PLAN = 1 RATIO= .00
DEERSP MANE 5.00 21.06 225.00 -1.00 5.00 21.06 225.00 -1.00
FOR PLAN = 1 RATIO= .00
DEERSP MANE 5.00 20.20 225.00 -1.00 5.00 20.20 225.00 -1.00
FOR PLAN = 1 RATIO= .00
DEERSP MANE 5.00 19.41 225.00 -1.00 5.00 19.41 225.00 -1.00
FOR PLAN = 1 RATIO= .00
DEERSP MANE 5.00 19.07 225.00 -1.00 5.00 19.07 225.00 -1.00
FOR PLAN = 1 RATIO= .00
DEERSP MANE 5.00 18.86 225.00 -1.00 5.00 18.86 225.00 -1.00
FOR PLAN = 1 RATIO= .00
DEERSP MANE 5.00 18.74 225.00 -1.00 5.00 18.74 225.00 -1.00
FOR PLAN = 1 RATIO= .00
DEERSP MANE 5.00 18.43 225.00 -1.00 5.00 18.43 225.00 -1.00
FOR PLAN = 1 RATIO= .00
DEERSP MANE 5.00 18.07 225.00 -1.00 5.00 18.07 225.00 -1.00
FOR PLAN = 1 RATIO= .00
RDEER MANE 2.48 192.73 222.97 1.48 5.00 192.33 225.00 1.48
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1521E+02 EXCESS= .0000E+00 OUTFLOW= .1521E+02 BASIN STORAGE= .5043E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDEER MANE 2.49 189.72 224.18 1.44 5.00 188.00 225.00 1.44
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1484E+02 EXCESS= .0000E+00 OUTFLOW= .1484E+02 BASIN STORAGE= .5020E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDEER MANE 2.52 181.47 224.20 1.38 5.00 179.96 225.00 1.38
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1420E+02 EXCESS= .0000E+00 OUTFLOW= .1420E+02 BASIN STORAGE= .5074E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDEER MANE 2.55 173.28 224.32 1.32 5.00 172.05 225.00 1.32
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1356E+02 EXCESS= .0000E+00 OUTFLOW= .1356E+02 BASIN STORAGE= .4939E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDEER MANE 2.57 168.03 225.74 1.29 5.00 167.99 225.00 1.29
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1327E+02 EXCESS= .0000E+00 OUTFLOW= .1327E+02 BASIN STORAGE= .4821E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDEER MANE 2.57 166.40 223.99 1.27 5.00 165.40 225.00 1.27
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1310E+02 EXCESS= .0000E+00 OUTFLOW= .1310E+02 BASIN STORAGE= .5394E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDEER MANE 2.58 165.75 224.38 1.26 5.00 164.83 225.00 1.26
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1299E+02 EXCESS= .0000E+00 OUTFLOW= .1299E+02 BASIN STORAGE= .4889E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDEER MANE 2.59 163.85 225.12 1.24 5.00 163.75 225.00 1.25
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1280E+02 EXCESS= .0000E+00 OUTFLOW= .1280E+02 BASIN STORAGE= .5579E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDEER MANE 2.60 159.00 223.93 1.22 5.00 158.20 225.00 1.21
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1251E+02 EXCESS= .0000E+00 OUTFLOW= .1251E+02 BASIN STORAGE= .5458E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCPT1A MANE .28 1436.73 220.39 2.49 5.00 1433.81 220.00 2.49
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1238E+03 EXCESS= .0000E+00 OUTFLOW= .1238E+03 BASIN STORAGE= .5605E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCPT1A MANE .28 1406.02 220.36 2.43 5.00 1403.07 220.00 2.43
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1211E+03 EXCESS= .0000E+00 OUTFLOW= .1211E+03 BASIN STORAGE= .5757E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCPT1A MANE .28 1364.00 220.28 2.34 5.00 1360.25 220.00 2.34
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1168E+03 EXCESS= .0000E+00 OUTFLOW= .1168E+03 BASIN STORAGE= .5767E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCPT1A MANE .29 1320.83 220.28 2.26 5.00 1316.37 220.00 2.26
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1124E+03 EXCESS= .0000E+00 OUTFLOW= .1124E+03 BASIN STORAGE= .5613E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCPT1A MANE .29 1302.51 220.36 2.22 5.00 1297.49 220.00 2.22
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1105E+03 EXCESS= .0000E+00 OUTFLOW= .1105E+03 BASIN STORAGE= .5562E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCPT1A MANE .29 1290.64 220.32 2.19 5.00 1285.50 220.00 2.20
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1093E+03 EXCESS= .0000E+00 OUTFLOW= .1093E+03 BASIN STORAGE= .5786E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCPT1A MANE .29 1282.08 220.33 2.18 5.00 1276.69 220.00 2.18
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1084E+03 EXCESS= .0000E+00 OUTFLOW= .1084E+03 BASIN STORAGE= .5650E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCPT1A MANE .29 1270.14 220.28 2.15 5.00 1264.75 220.00 2.15
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1070E+03 EXCESS= .0000E+00 OUTFLOW= .1070E+03 BASIN STORAGE= .5608E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCPT1A MANE .29 1249.70 220.56 2.11 5.00 1243.82 220.00 2.11
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1052E+03 EXCESS= .0000E+00 OUTFLOW= .1052E+03 BASIN STORAGE= .5743E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RECH MANE 2.50 38.13 224.80 -1.00 5.00 38.01 225.00 -1.00
FOR PLAN = 1 RATIO= .00
RECH MANE 2.51 37.18 223.47 -1.00 5.00 36.96 225.00 -1.00
FOR PLAN = 1 RATIO= .00
RECH MANE 2.54 35.60 223.38 -1.00 5.00 35.45 225.00 -1.00
FOR PLAN = 1 RATIO= .00
RECH MANE 2.57 34.02 223.38 -1.00 5.00 33.92 225.00 -1.00
FOR PLAN = 1 RATIO= .00
RECH MANE 2.58 33.45 224.74 -1.00 5.00 33.33 225.00 -1.00
FOR PLAN = 1 RATIO= .00
RECH MANE 2.59 32.89 225.55 -1.00 5.00 32.84 225.00 -1.00
FOR PLAN = 1 RATIO= .00
RECH MANE 2.60 32.50 223.40 -1.00 5.00 32.46 225.00 -1.00
FOR PLAN = 1 RATIO= .00
RECH MANE 2.61 32.13 224.21 -1.00 5.00 31.90 225.00 -1.00
FOR PLAN = 1 RATIO= .00
RECH MANE 2.63 31.22 225.79 -1.00 5.00 31.18 225.00 -1.00
FOR PLAN = 1 RATIO= .00
RCECH MANE 3.68 65.34 220.93 3.10 5.00 64.81 220.00 3.10
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4967E+01 EXCESS= .0000E+00 OUTFLOW= .4968E+01 BASIN STORAGE= .6438E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCECH MANE 3.71 64.05 218.73 3.03 5.00 64.04 220.00 3.03
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4845E+01 EXCESS= .0000E+00 OUTFLOW= .4845E+01 BASIN STORAGE= .6780E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCECH MANE 3.75 60.73 221.37 2.89 5.00 60.17 220.00 2.89
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4621E+01 EXCESS= .0000E+00 OUTFLOW= .4621E+01 BASIN STORAGE= .6083E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCECH MANE 3.80 57.88 220.37 2.75 5.00 57.51 220.00 2.75
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4398E+01 EXCESS= .0000E+00 OUTFLOW= .4399E+01 BASIN STORAGE= .5201E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCECH MANE 3.82 56.71 221.57 2.70 5.00 56.08 220.00 2.70
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4320E+01 EXCESS= .0000E+00 OUTFLOW= .4321E+01 BASIN STORAGE= .5906E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCECH MANE 3.83 56.28 222.36 2.66 5.00 55.86 220.00 2.66
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4256E+01 EXCESS= .0000E+00 OUTFLOW= .4257E+01 BASIN STORAGE= .5133E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCECH MANE 3.84 55.61 222.93 2.63 5.00 55.56 220.00 2.63
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4207E+01 EXCESS= .0000E+00 OUTFLOW= .4208E+01 BASIN STORAGE= .6406E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCECH MANE 3.86 54.52 220.00 2.59 5.00 54.52 220.00 2.59
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4141E+01 EXCESS= .0000E+00 OUTFLOW= .4142E+01 BASIN STORAGE= .5482E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCECH MANE 3.88 53.23 221.31 2.53 5.00 52.44 220.00 2.53
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4053E+01 EXCESS= .0000E+00 OUTFLOW= .4054E+01 BASIN STORAGE= .6151E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RFTAP2 MANE .56 1537.03 220.41 2.46 5.00 1530.24 220.00 2.46
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1319E+03 EXCESS= .0000E+00 OUTFLOW= .1319E+03 BASIN STORAGE= .1204E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RFTAP2 MANE .57 1506.33 220.60 2.41 5.00 1498.59 220.00 2.41
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1290E+03 EXCESS= .0000E+00 OUTFLOW= .1290E+03 BASIN STORAGE= .1198E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RFTAP2 MANE .57 1458.26 220.63 2.32 5.00 1449.17 220.00 2.32
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1243E+03 EXCESS= .0000E+00 OUTFLOW= .1243E+03 BASIN STORAGE= .1245E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RFTAP2 MANE .58 1410.21 220.71 2.23 5.00 1399.38 220.00 2.23
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1196E+03 EXCESS= .0000E+00 OUTFLOW= .1196E+03 BASIN STORAGE= .1248E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RFTAP2 MANE .58 1389.04 220.86 2.19 5.00 1377.63 220.00 2.20
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1176E+03 EXCESS= .0000E+00 OUTFLOW= .1176E+03 BASIN STORAGE= .1260E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RFTAP2 MANE .59 1375.90 221.08 2.17 5.00 1365.06 220.00 2.17
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1163E+03 EXCESS= .0000E+00 OUTFLOW= .1163E+03 BASIN STORAGE= .1262E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RFTAP2 MANE .59 1366.80 221.11 2.15 5.00 1355.57 220.00 2.15
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1154E+03 EXCESS= .0000E+00 OUTFLOW= .1154E+03 BASIN STORAGE= .1239E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RFTAP2 MANE .59 1354.24 220.80 2.12 5.00 1340.83 220.00 2.13
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1138E+03 EXCESS= .0000E+00 OUTFLOW= .1138E+03 BASIN STORAGE= .1189E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RFTAP2 MANE .59 1330.95 221.18 2.09 5.00 1317.97 220.00 2.09
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1119E+03 EXCESS= .0000E+00 OUTFLOW= .1119E+03 BASIN STORAGE= .1258E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RBLTWY1 MANE .13 1546.33 220.11 2.46 5.00 1544.49 220.00 2.46
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1337E+03 EXCESS= .0000E+00 OUTFLOW= .1337E+03 BASIN STORAGE= .2787E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RBLTWY1 MANE .13 1514.31 220.20 2.40 5.00 1512.44 220.00 2.40
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1307E+03 EXCESS= .0000E+00 OUTFLOW= .1307E+03 BASIN STORAGE= .2787E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RBLTWY1 MANE .14 1464.80 220.17 2.32 5.00 1462.30 220.00 2.32
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1260E+03 EXCESS= .0000E+00 OUTFLOW= .1260E+03 BASIN STORAGE= .2839E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RBLTWY1 MANE .14 1414.58 220.22 2.23 5.00 1411.72 220.00 2.23
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1212E+03 EXCESS= .0000E+00 OUTFLOW= .1212E+03 BASIN STORAGE= .2841E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RBLTWY1 MANE .14 1392.79 220.21 2.19 5.00 1389.65 220.00 2.19
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1192E+03 EXCESS= .0000E+00 OUTFLOW= .1192E+03 BASIN STORAGE= .2794E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RBLTWY1 MANE .14 1380.12 220.19 2.17 5.00 1377.02 220.00 2.17
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1179E+03 EXCESS= .0000E+00 OUTFLOW= .1179E+03 BASIN STORAGE= .2834E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RBLTWY1 MANE .14 1370.59 220.24 2.15 5.00 1367.41 220.00 2.15
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1169E+03 EXCESS= .0000E+00 OUTFLOW= .1169E+03 BASIN STORAGE= .2799E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RBLTWY1 MANE .14 1355.77 220.21 2.12 5.00 1352.14 220.00 2.12
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1154E+03 EXCESS= .0000E+00 OUTFLOW= .1154E+03 BASIN STORAGE= .2792E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RBLTWY1 MANE .14 1332.85 220.32 2.08 5.00 1329.23 220.00 2.09
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1134E+03 EXCESS= .0000E+00 OUTFLOW= .1134E+03 BASIN STORAGE= .2839E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBA6-C MANE .38 1552.86 220.44 2.46 5.00 1546.15 220.00 2.46
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1347E+03 EXCESS= .0000E+00 OUTFLOW= .1347E+03 BASIN STORAGE= .8046E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBA6-C MANE .38 1520.73 220.37 2.40 5.00 1514.33 220.00 2.40
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1318E+03 EXCESS= .0000E+00 OUTFLOW= .1318E+03 BASIN STORAGE= .8015E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBA6-C MANE .39 1469.68 220.64 2.31 5.00 1462.68 220.00 2.32
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1270E+03 EXCESS= .0000E+00 OUTFLOW= .1270E+03 BASIN STORAGE= .8296E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBA6-C MANE .39 1419.73 220.61 2.23 5.00 1411.09 220.00 2.23
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1222E+03 EXCESS= .0000E+00 OUTFLOW= .1222E+03 BASIN STORAGE= .8155E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBA6-C MANE .40 1398.09 220.41 2.19 5.00 1389.33 220.00 2.19
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1202E+03 EXCESS= .0000E+00 OUTFLOW= .1202E+03 BASIN STORAGE= .7926E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBA6-C MANE .40 1385.41 220.42 2.16 5.00 1376.23 220.00 2.17
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1188E+03 EXCESS= .0000E+00 OUTFLOW= .1188E+03 BASIN STORAGE= .8056E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBA6-C MANE .40 1375.85 220.64 2.15 5.00 1365.88 220.00 2.15
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1179E+03 EXCESS= .0000E+00 OUTFLOW= .1179E+03 BASIN STORAGE= .7987E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBA6-C MANE .40 1360.76 220.83 2.12 5.00 1351.91 225.00 2.12
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1163E+03 EXCESS= .0000E+00 OUTFLOW= .1163E+03 BASIN STORAGE= .8169E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCBA6-C MANE .40 1338.29 220.73 2.08 5.00 1333.88 225.00 2.08
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1143E+03 EXCESS= .0000E+00 OUTFLOW= .1143E+03 BASIN STORAGE= .8341E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
FADBOUT MANE 1.24 217.79 316.91 -1.00 5.00 217.77 315.00 -1.00
FOR PLAN = 1 RATIO= .00
FADBOUT MANE 1.24 215.48 315.78 -1.00 5.00 215.46 315.00 -1.00
FOR PLAN = 1 RATIO= .00
FADBOUT MANE 1.25 211.45 315.67 -1.00 5.00 211.43 315.00 -1.00
FOR PLAN = 1 RATIO= .00
FADBOUT MANE 1.26 207.52 315.52 -1.00 5.00 207.51 315.00 -1.00
FOR PLAN = 1 RATIO= .00
FADBOUT MANE 1.27 206.04 316.43 -1.00 5.00 206.03 315.00 -1.00
FOR PLAN = 1 RATIO= .00
FADBOUT MANE 1.27 204.99 315.81 -1.00 5.00 204.97 315.00 -1.00
FOR PLAN = 1 RATIO= .00
FADBOUT MANE 1.27 204.04 316.39 -1.00 5.00 204.03 315.00 -1.00
FOR PLAN = 1 RATIO= .00
FADBOUT MANE 1.27 202.52 316.07 -1.00 5.00 202.51 315.00 -1.00
FOR PLAN = 1 RATIO= .00
FADBOUT MANE 1.28 200.62 315.98 -1.00 5.00 200.61 315.00 -1.00
*** NORMAL END OF HEC-1 ***