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 22NOV16 TIME 08:29:08 * * (916) 756-1104 *
* * * *
***************************************** ***************************************
X X XXXXXXX XXXXX X
X X X X X XX
X X X X X
XXXXXXX XXXX X XXXXX X
X X X X X
X X X X X X
X X XXXXXXX XXXXX XXX
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 SLATER HANIFAN GROUP
2 ID OLYMPIA COMPANIES
3 ID SKYE CANYON
4 ID MASTER DRAINAGE STUDY 2016 - CCRFCD RTC
5 ID ULTIMATE DRAINAGE CONDITION - IMPACT TO SILVERSTONE RFCD FACILITIES
6 ID
7 ID RETURN PERIOD ------- 100-YEAR
8 ID DISTRIBUTION -------- 6-HOUR SDN4
9 ID PROJECT NO. --------- OLY1603.000
10 ID FILENAME ------------ Ultimate4-Silverstone.H1
11 ID DATE ---------------- November 2016
12 ID MODELED BY ---------- SMJ
13 ID
14 ID SIX HOUR DEPTH-AREA REDUCTION FACTORS
15 ID DRAINAGE AREA (MI^2) DARF
16 ID 8.0-9.99 0.88
17 ID 10.0-12.0 0.86
18 ID
19 IT 5 0 0 500
20 IO 5 0 0
21 IN 5 0 0
22 JR PREC 0.88 0.86
*
23 KK WUS95
24 KM KYLE CANYON INTERCHANGE - WEST HALF
25 BA .0133
26 PB 2.77
27 PC 0 0.020 0.058 0.075 0.099 0.126 0.137 0.145 0.149 0.151
28 PC 0.155 0.156 0.159 0.162 0.169 0.172 0.179 0.189 0.201 0.211
29 PC 0.220 0.228 0.232 0.240 0.246 0.252 0.260 0.269 0.276 0.283
30 PC 0.286 0.292 0.302 0.312 0.321 0.332 0.352 0.376 0.415 0.462
31 PC 0.530 0.610 0.710 0.732 0.756 0.782 0.799 0.813 0.823 0.830
32 PC 0.835 0.844 0.851 0.864 0.885 0.908 0.924 0.944 0.968 0.973
33 PC 0.978 0.982 0.984 0.986 0.988 0.991 0.992 0.993 0.994 0.997
34 PC 0.998 0.999 1.000
35 LS 0 98.0
36 UD 0.082
*
37 KK DHD01B
38 KM FACILITY E-9
39 KM FLOW SPLIT AT VTN CULVERT 1
40 KM FLOW SPLITS TO BETWEEN NB AND SB ROADS OF US-95
41 KM REFERENCED FROM GCW MASTER DRAINAGE STUDY
42 DT DCHD1B
43 DI 0 133 187 250
44 DQ 0 120 135 150
*
1 HEC-1 INPUT PAGE 2
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
45 KK DHD02B
46 KM FACILITY E-10
47 KM FLOW SPLIT AT VTN CULVERT 2
48 KM FLOW SPLITS TO BETWEEN NB AND SB ROADS OF US-95
49 KM REFERENCED FROM GCW MASTER DRAINAGE STUDY
50 DT DCHD2B
51 DI 0 100 138
52 DQ 0 99 135
*
53 KK WML15A
54 KM WEST BASIN, WEST OF SKYE PARK DRIVE
55 BA .0193
56 PB 2.93
57 LS 0 95.0
58 UD 0.084
*
59 KK WSPD1
60 KM WEST BASIN, SKYE PARK DRIVE
61 BA .0011
62 PB 2.93
63 LS 0 98.0
64 UD 0.055
*
65 KK WC1
66 KM FAR NW OF IRON MT/GRAND CANYON INTERSECTION
67 KM COMBINE WML15A, WSPD1
68 HC 2
*
69 KK WIRN4
70 KM WEST BASIN, IRN MT ROAD
71 BA .0042
72 PB 2.93
73 LS 0 98.0
74 UD 0.079
*
75 KK WMLA1A
76 KM WEST BASIN, WEST OF GRAND CANYON DRIVE
77 BA .0101
78 PB 2.93
79 LS 0 95.0
80 UD 0.093
*
81 KK WC2
82 KM NW OF IRON MT/GRAND CANYON INTERSECTION
83 KM COMBINE WC1, WIRN4, WMLA1A
84 HC 3
*
1 HEC-1 INPUT PAGE 3
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
85 KK WGED1B
86 KM WEST BASIN, WEST OF US95
87 BA .0179
88 PB 2.93
89 LS 0 94.0
90 UD 0.113
*
91 KK WIRN5
92 KM WEST BASIN, WEST OF US95
93 BA .0012
94 PB 2.93
95 LS 0 98.0
96 UD 0.050
*
97 KK WC3
98 KM W OF IRON MT/US95 INTERSECTION
99 KM COMBINE WC2, WGED1B, WIRON5
100 HC 3
*
101 KK OFFW
102 BA .0122
103 PB 2.77
104 LS 0 92.0
105 UD .089
*
106 KK CHD04B
107 HC 3
*
108 KK WPRK7
109 KM WEST BASIN, WEST OF GRAND CANYON DRIVE
110 BA .0046
111 PB 2.93
112 LS 0 84.0
113 UD 0.113
*
114 KK WMLA1B
115 KM WEST BASIN, WEST OF GRAND CANYON DRIVE
116 BA .0187
117 PB 2.93
118 LS 0 95.0
119 UD 0.103
*
1 HEC-1 INPUT PAGE 4
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
120 KK WMLA2
121 KM WEST BASIN, WEST OF GRAND CANYON DRIVE
122 BA .0476
123 PB 2.93
124 LS 0 95.0
125 UD 0.137
*
126 KK WGRC2
127 KM WEST BASIN, GRAND CANYON DRIVE
128 BA .0041
129 PB 2.93
130 LS 0 98.0
131 UD 0.075
*
132 KK WC4
133 KM W OF IRON MT/US95 INTERSECTION
134 KM COMBINE WPRK7, WMLA1B, WMLA2, WGRC2
135 HC 4
*
136 KK WMLA3
137 KM WEST BASIN, WEST OF US95
138 BA .0180
139 PB 2.93
140 LS 0 95.0
141 UD 0.104
*
142 KK WC5
143 KM W OF IRON MT/US95 INTERSECTION
144 HC 2
*
145 KK CHD05B
146 KM DISCHARGE DIRECTLY INTO EXISTING US-95 INTERIM MPU FACILITY
147 HC 2
*
148 KK WML16
149 KM WEST BASIN, WEST OF SKYE PARK DRIVE
150 BA .0346
151 PB 2.93
152 LS 0 95.0
153 UD 0.118
*
154 KK WSPD3
155 KM WEST BASIN, SKYE PARK DRIVE
156 BA .0014
157 PB 2.93
158 LS 0 98.0
159 UD 0.072
*
1 HEC-1 INPUT PAGE 5
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
160 KK WC6
161 KM N OF SKYE CANYON PARK/SKYE PARK INTERSECTION
162 KM COMBINE WML16, WSPD3
163 HC 2
*
164 KK WL9A
165 KM WEST BASIN, WEST OF SKYE PARK DRIVE
166 BA .0284
167 PB 2.93
168 LS 0 92.0
169 UD 0.118
*
170 KK WL10A
171 KM WEST BASIN, WEST OF GRAND CANYON DRIVE
172 BA .0267
173 PB 2.93
174 LS 0 92.0
175 UD 0.125
*
176 KK WSCP4
177 KM WEST BASIN, SKYE CANYON PARK DRIVE
178 BA .0122
179 PB 2.93
180 LS 0 98.0
181 UD 0.103
*
182 KK WC7
183 KM W OF SKYE CANYON PARK/GRAND CANYON INTERSECTION
184 KM COMBINE WC6, WL9A, WL10A, WSCP4
185 HC 4
*
186 KK WGC3
187 KM WEST BASIN, WEST OF GRAND CANYON DRIVE
188 BA .0476
189 PB 2.93
190 LS 0 95.0
191 UD 0.099
*
192 KK WGRC1A
193 KM WEST BASIN, GRAND CANYON DRIVE
194 BA .0020
195 PB 2.93
196 LS 0 98.0
197 UD 0.111
*
1 HEC-1 INPUT PAGE 6
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
198 KK WML15B
199 KM WEST BASIN, WEST OF SKYE PARK DRIVE
200 BA .0175
201 PB 2.93
202 LS 0 95.0
203 UD 0.102
*
204 KK WSPD2
205 KM WEST BASIN, SKYE PARK DRIVE
206 BA .0012
207 PB 2.93
208 LS 0 98.0
209 UD 0.050
*
210 KK WC8
211 KM COMBINE WML15B, WSPD2
212 HC 2
*
213 KK WC9
214 KM FAR N OF SKYE CANYON PARK/GRAND CANYON INTERSECTION
215 KM COMBINE WC7, WC8, WGRC1A, WGC3
216 HC 4
*
217 KK OFF14
218 BA .0145
219 PB 2.77
220 LS 0 94.7
221 UD 0.108
*
222 KK CHD06B
223 KM ACCOUNTS FOR DIRECT CONNECTION FROM CHD05B TO US-95 INTERIM MPU FACILITY
224 HC 3
*
225 KK 95-9A
226 KM REFERENCED FROM GCW MASTER DRAINAGE STUDY
227 BA .0110
228 PB 2.77
229 LS 0 94.7
230 UD 0.095
*
231 KK CHD07B
232 KM COMBINE CHD06B, 95-9A
233 KM REFERENCED FROM GCW MASTER DRAINAGE STUDY
234 HC 2
*
1 HEC-1 INPUT PAGE 7
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
235 KK OFF15
236 KM REFERENCED FROM GCW MASTER DRAINAGE STUDY
237 BA .0348
238 PB 2.77
239 LS 0 94.7
240 UD 0.108
*
241 KK CHD7B2
242 KM COMBINE CHD07B, OFF15
243 KM COMBINE FLOWS IN MPU FACILITY
244 KM REVISED FROM GCW MASTER DRAINAGE STUDY
245 HC 2
*
246 KK OFF17B
247 KM REFERENCED FROM GCW MASTER DRAINAGE STUDY
248 KM ADDED FROM HORSE INTERCHANGE MODEL
249 BA .0080
250 PB 2.773
251 LS 0 92.1
252 UD 0.069
*
253 KK OFF17A
254 KM REFERENCED FROM GCW MASTER DRAINAGE STUDY
255 KM ADDED FROM HORSE INTERCHANGE MODEL
256 BA .0305
257 PB 2.773
258 LS 0 92.1
259 UD 0.104
*
260 KK COFF17
261 KM REFERENCED FROM GCW MASTER DRAINAGE STUDY
262 KM ADDED FROM HORSE INTERCHANGE MODEL
263 KM COMBINE OFF17A, OFF17B
264 KM CULVERT AT BASIN OFF24B
265 HC 2
*
266 KK ON1
267 KM START CENTENNIAL POINT HEC-1 DATA
268 BA .0042
269 PB 2.86
270 LS 0 91.2
271 UD 0.085
*
1 HEC-1 INPUT PAGE 8
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
272 KK ON4A
273 BA .0045
274 LS 0 91.2
275 UD 0.077
*
276 KK C1
277 KM COMBINE ON1 AND ON4A
278 HC 2
*
279 KK D1
280 KM DIVERT FLOW INTO BASIN ON6
281 DT DIV1
282 DI 0 16
283 DQ 0 13
*
284 KK ON5
285 BA .0052
286 LS 0 91.2
287 UD 0.080
*
288 KK C2
289 KM COMBINE C1 AND ON5
290 HC 2
*
291 KK D1A
292 KM DIVERT FLOW FOR LATER USE IN HEC-1 RUN
293 DT DIV1A
294 DI 0 50
295 DQ 0 50
*
296 KK ON4B
297 BA .0031
298 LS 0 91.2
299 UD 0.085
*
300 KK RET1
301 KM RETRIEVE FLOW FROM D1
302 DR DIV1
*
303 KK ON6
304 BA .0039
305 LS 0 91.2
306 UD 0.074
*
1 HEC-1 INPUT PAGE 9
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
307 KK C3
308 KM COMBINE RET1 AND ON6
309 HC 2
*
310 KK D1B
311 KM DIVERT FLOW FOR LATER USE IN HEC-1 RUN
312 DT DIV1B
313 DI 0 50
314 DQ 0 50
*
315 KK ON2
316 BA .0050
317 LS 0 91.2
318 UD 0.080
*
319 KK ON3
320 BA .0063
321 LS 0 91.5
322 UD 0.079
*
323 KK ON9
324 BA .0045
325 LS 0 91.4
326 UD 0.096
*
327 KK C4
328 KM COMBINE ON2, ON3 AND ON9
329 HC 3
*
330 KK D2
331 KM DIVERT FLOW INTO BASIN ON8
332 DT DIV2
333 DI 0 29
334 DQ 0 24
*
335 KK ON10
336 BA .0025
337 LS 0 91.5
338 UD 0.071
*
339 KK C5
340 KM COMBINE C4 AND ON10
341 HC 2
*
1 HEC-1 INPUT PAGE 10
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
342 KK D3
343 KM DIVERT FLOW INTO BASIN ON7
344 DT DIV3
345 DI 0 10
346 DQ 0 8
*
347 KK ON11
348 BA .0025
349 LS 0 91.5
350 UD 0.067
*
351 KK C6
352 KM COMBINE C5 AND ON11
353 HC 2
*
354 KK D1C
355 KM DIVERT FLOW FOR LATER USE IN HEC-1 RUN
356 DT DIV1C
357 DI 0 50
358 DQ 0 50
*
359 KK CD1C
360 KM COMBINE D1A, ON4B, D1B AND D1C
361 KM PICK UP AT OFF23
362 HC 4
*
363 KK DRCD1C
364 KM DIVERT FLOW TO BASIN OFF23
365 DT DOFF23
366 DI 0 50 100
367 DQ 0 50 100
*
368 KK ON8
369 BA .0042
370 LS 0 83.5
371 UD 0.074
*
372 KK RET2
373 KM RETRIEVE FLOW FROM D2
374 DR DIV2
*
1 HEC-1 INPUT PAGE 11
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
375 KK C7
376 KM COMBINE ON11 AND RET2
377 HC 2
*
378 KK RET3
379 KM RETRIEVE FLOW FROM D3
380 DR DIV3
*
381 KK ON7
382 BA .0073
383 LS 0 91.3
384 UD 0.077
*
385 KK C8
386 KM COMBINE C7, RET3 AND ON7
387 HC 3
*
388 KK RET1A
389 KM RETRIEVE FLOW FROM D1A IN TEE PEE
390 DR DIV1A
*
391 KK RET1B
392 KM RETRIEVE FLOW FROM D1B IN TEE PEE
393 DR DIV1B
*
394 KK RET1C
395 KM RETRIEVE FLOW FROM D1C IN TEE PEE
396 DR DIV1C
*
397 KK C9
398 KM COMBINE C8, RET1A, RET1B, RET1C IN TEE PEE
399 KM END CENTENNIAL POINT HEC-1 DATA
400 HC 3
*
401 KK ON2D
402 KM START GRAND CANYON APARTMENTS HEC-1 DATA
403 BA .0105
404 PB 2.90
405 LS 0 95
406 UD 0.094
*
1 HEC-1 INPUT PAGE 12
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
407 KK ON5D
408 BA .0038
409 LS 0 95
410 UD 0.067
*
411 KK CP1
412 KM COMBINE ON2D AND ON5D
413 HC 2
*
414 KK ON3D
415 BA .0036
416 LS 0 95
417 UD 0.084
*
418 KK CP2
419 KM COMBINE CP1 AND ON3D
420 HC 2
*
421 KK ON1D
422 BA .0075
423 LS 0 95
424 UD 0.079
*
425 KK ON4D
426 BA .0041
427 LS 0 95
428 UD 0.096
*
429 KK CP3
430 KM COMBINE ON1D AND ON4D
431 HC 2
*
432 KK CP4
433 KM COMBINE CP2 AND CP3
434 KM END GRAND CANYON APARTMENTS HEC-1 DATA
435 HC 2
*
436 KK CENGCA
437 KM COMBINE DRCD1C, C9, CP4
438 KM CD1C IS DIVERSION OF FLOW ON TEE PEE FROM CENTENNIAL POINT
439 KM CP4 AND C9 ARE ENDING OF THE APARTMENT COMPLEX AND DEVELOPMENT
440 HC 4
*
1 HEC-1 INPUT PAGE 13
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
441 KK WML9
442 KM WEST BASIN, WEST OF EGAN CREST DRIVE
443 BA .0257
444 PB 3.00
445 LS 0 94.9
446 UD 0.083
*
447 KK WPRK5
448 KM WEST BASIN, WEST OF EGAN CREST DRIVE
449 BA .0031
450 PB 3.00
451 LS 0 84.0
452 UD 0.064
*
453 KK WC10A
454 KM FAR W OF EAGLE CANYON/EGAN CREST INTERSECTION
455 KM COMBINE WML9, WPRK5
456 HC 2
*
457 KK WEGL1
458 KM WEST BASIN, EAGLE CANYON AVE
459 BA .0052
460 PB 3.00
461 LS 0 98.0
462 UD 0.083
*
463 KK WL4B
464 BA .0140
465 PB 3.00
466 LS 0 92.0
467 UD 0.093
*
468 KK WC10B
469 KM W OF EAGLE CANYON/EGAN CREST INTERSECTION
470 HC 3
*
471 KK WML10
472 KM WEST BASIN, WEST OF EGAN CREST DRIVE
473 BA .0181
474 PB 3.00
475 LS 0 95.0
476 UD 0.092
*
1 HEC-1 INPUT PAGE 14
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
477 KK WEGN3
478 KM WEST BASIN, EGAN CREST DRIVE
479 BA .0051
480 PB 3.00
481 LS 0 98.0
482 UD 0.136
*
483 KK WML11
484 KM WEST BASIN, WEST OF EGAN CREST DRIVE
485 BA .0448
486 PB 3.00
487 LS 0 92.7
488 UD 0.121
*
489 KK WC11
490 KM W OF EAGLE CANYON/EGAN CREST INTERSECTION
491 KM COMBINE WML10, WEGN3, WML11
492 HC 3
*
493 KK WC12
494 KM W OF EAGLE CANYON/EGAN CREST INTERSECTION
495 KM COMBINE WC10B, WC11
496 HC 2
*
497 KK WL6B
498 KM WEST BASIN, WEST OF SKY VILLAGE ROAD
499 BA .0165
500 PB 3.00
501 LS 0 92.0
502 UD 0.106
*
503 KK WL7
504 KM WEST BASIN, WEST OF SKY VILLAGE ROAD
505 BA .0180
506 PB 3.00
507 LS 0 92.0
508 UD 0.095
*
509 KK WML13
510 KM WEST BASIN, WEST OF SKY VILLAGE ROAD
511 BA .0256
512 PB 3.00
513 LS 0 95.0
514 UD 0.117
*
1 HEC-1 INPUT PAGE 15
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
515 KK WEGL2
516 KM WEST BASIN, EAGLE CANYON AVE
517 BA .0051
518 PB 3.00
519 LS 0 98.0
520 UD 0.072
*
521 KK WC13
522 KM W OF EAGLE CANYON/EGAN CREST INTERSECTION
523 KM COMBINE WC12, WL6B, WL7, WML13, WEGL2
524 HC 5
*
525 KK WML14
526 KM WEST BASIN, WEST OF SKY VILLAGE ROAD
527 BA .0300
528 PB 3.00
529 LS 0 95.0
530 UD 0.111
*
531 KK WL8
532 KM WEST BASIN, WEST OF SKY VILLAGE ROAD
533 BA .0272
534 PB 3.00
535 LS 0 92.0
536 UD 0.128
*
537 KK WSKV3
538 KM WEST BASIN, WEST OF SKY VILLAGE ROAD
539 BA .0066
540 PB 2.93
541 LS 0 98.0
542 UD 0.100
*
543 KK WSKV4
544 KM WEST BASIN, SKY VILLAGE ROAD
545 BA .0070
546 PB 3.00
547 LS 0 98.0
548 UD 0.099
*
549 KK WC14
550 KM E OF EAGLE CANYON/EGAN CREST INTERSECTION
551 KM COMBINE WC13, WML14, WL8, WSKV3, WSKV4
552 HC 5
*
1 HEC-1 INPUT PAGE 16
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
553 KK WL9B
554 KM WEST BASIN, WEST OF SKY PARK DRIVE
555 BA .0224
556 PB 2.93
557 LS 0 92.0
558 UD 0.116
*
559 KK WSPD4
560 KM WEST BASIN, WEST OF SKY VILLAGE ROAD
561 BA .0036
562 PB 2.93
563 LS 0 98.0
564 UD 0.095
*
565 KK WC15
566 KM N OF EAGLE CANYON/SKY PARK DRIVE INTERSECTION
567 KM COMBINE WL9B, WSPD4
568 HC 2
*
569 KK WL11
570 KM WEST BASIN, WEST OF MOUNTAIN LANDING STREET
571 BA .0573
572 PB 2.93
573 LS 0 92.0
574 UD 0.131
*
575 KK WPRK8
576 KM WEST BASIN, WEST OF SKY VILLAGE ROAD
577 BA .0027
578 PB 2.93
579 LS 0 84.0
580 UD 0.077
*
581 KK WPRK9
582 KM WEST BASIN, WEST OF SKY VILLAGE ROAD
583 BA .0007
584 PB 2.93
585 LS 0 84.0
586 UD 0.069
*
587 KK WMTL1
588 KM WEST BASIN, MOUNTAIN LANDING STREET
589 BA .0020
590 PB 2.93
591 LS 0 98.0
592 UD 0.069
*
1 HEC-1 INPUT PAGE 17
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
593 KK WC16
594 KM S OF EAGLE CANYON/MOUNTAIN LANDING INTERSECTION
595 KM COMBINE WL11, WPRK8, WPRK9, WMTL1
596 HC 4
*
597 KK WEGL3
598 KM WEST BASIN, EAGLE CANYON AVE
599 BA .0075
600 PB 3.00
601 LS 0 98.0
602 UD 0.098
*
603 KK WL10B
604 KM WEST BASIN, WEST OF GRAND CANYON DRIVE
605 BA .0286
606 PB 2.93
607 LS 0 92.0
608 UD 0.139
*
609 KK WC17
610 KM W OF EAGLE CANYON/GRAND CANYON INTERSECTION
611 KM COMBINE WC14, WC15, WC16, WEGL3, WL10B
612 HC 5
*
613 KK WL12
614 KM WEST BASIN, WEST OF GRAND CANYON DRIVE
615 BA .0490
616 PB 2.93
617 LS 0 92.0
618 UD 0.119
*
619 KK WGRC1B
620 KM WEST BASIN, GRAND CANYON DRIVE
621 BA .0050
622 PB 2.93
623 LS 0 98.0
624 UD 0.163
*
625 KK WC18
626 KM W OF EAGLE CANYON/GRAND CANYON INTERSECTION
627 KM COMBINE WC17, WL12, WGRC1B
628 HC 3
*
1 HEC-1 INPUT PAGE 18
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
629 KK CCP4
630 HC 2
*
631 KK OFF21B
632 KM REFERENCED FROM GCW MASTER DRAINAGE STUDY
633 KM BASIN IS DEVELOPED, CHECK FOR REFERENCE MATERIAL
634 BA .0414
635 PB 2.775
636 LS 0 95
637 UD 0.110
*
638 KK COF21B
639 KM COMBINE OFF21B WITH FLOW FROM CENTENNIAL POINT AND GRAND CANYON APTS
640 KM REFERENCED FROM GCW MASTER DRAINAGE STUDY
641 HC 2
*
642 KK ROFF23
643 KM RETRIEVE FLOW FROM DIVOFF23
644 KM REFERENCED FROM GCW MASTER DRAINAGE STUDY
645 DR DOFF23
*
646 KK OFF23
647 KM REFERENCED FROM GCW MASTER DRAINAGE STUDY
648 BA .0091
649 PB 2.787
650 LS 0 95
651 UD 0.109
*
652 KK COFF23
653 KM COMBINE OFF23, DOFF23
654 KM REFERENCED FROM GCW MASTER DRAINAGE STUDY
655 HC 2
*
656 KK OFFU
657 BA .0398
658 PB 2.93
659 LS 0 94.8
660 UD 0.118
*
661 KK CPCULV
662 HC 5
*
1 HEC-1 INPUT PAGE 19
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
663 KK NW29-C
664 KM REFERENCED FROM 2008 MPU
665 BA 0.132
666 PB 3.00
667 LS 0 92.4
668 UD 0.214
*
669 KK RNW29C
670 KM ROUTE NW29-C TO CNW71-W
671 KM FACILITY = CENTENNIAL PARKWAY CHANNEL WEST/GRAND TETON BRANCH
672 KM FACILITY ID-MILE = CNGT 0118
673 KM LINING = ARCH CON
674 KM REFERENCED FROM 2008 MPU
675 RD 2100 0.037 0.015 0 TRAP 6 0
*
676 KK NW71-W
677 KM REFERENCED FROM 2008 MPU
678 BA 0.104
679 PB 2.92
680 LS 0 92.5
681 UD 0.206
*
682 KK CNW71W
683 KM COMBINE RNW29C AND NW71-W
684 KM CENTENNIAL PKWY CHANNEL WEST/GRAND TETON BRANCH @ HUALAPAI
685 KM REFERENCED FROM 2008 MPU
686 HC 2
*
687 KKRCNW71-W
688 KM ROUTE CNW71-W TO CNW71-E
689 KM FACILITY = CENTENNIAL PARKWAY CHANNEL WEST/GRAND TETON BRANCH
690 KM FACILITY ID-MILE = CNGT 0000,0043
691 KM LINING = RCB
692 KM REFERENCED FROM 2008 MPU
693 RD 6270 0.030 0.015 0 TRAP 6 0
*
694 KK NW71-E
695 KM REFERENCED FROM 2008 MPU
696 BA 0.238
697 PB 2.85
698 LS 0 88.3
699 UD 0.293
*
1 HEC-1 INPUT PAGE 20
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
700 KK CNW71E
701 KM COMBINE NW71-E AND RCNW71-W
702 KM CENTENNIAL PKWY CHANNEL WEST/GRAND TETON BRANCH @ US 95
703 KM REFERENCED FROM 2008 MPU
704 HC 2
*
705 KK WGRT1
706 KM WEST BASIN, GRAND TETON DRIVE
707 BA .0183
708 PB 3.00
709 LS 0 98.0
710 UD 0.256
*
711 KK 95STH
712 KM FLOW CONVEYED SOUTH IN US-95 AT GRAND TETON
713 KM FLOW CONVEYED IN FACILITY ID = CN95 0167
714 HC 3
*
715 KK OFF4-1
716 KM REFERENCED FROM 2008 MPU
717 BA 0.301
718 PB 3.40
719 LS 0 86.8
720 UD 0.295
*
721 KK ROFF41
722 KM ROUTE OFF4-1 TO COFF4-2
723 KM KYLE CANYON ROAD
724 KM REFERENCED FROM 2008 MPU
725 RD 5800 0.0414 0.016 0 TRAP 0 50
*
726 KK OFF4-2
727 KM REFERENCED FROM 2008 MPU
728 BA 0.420
729 PB 3.34
730 LS 0 85.2
731 UD 0.140
*
732 KK COFF42
733 KM COMBINE ROFF4-1 AND OFF4-2
734 KM REFERENCED FROM 2008 MPU
735 HC 2
*
1 HEC-1 INPUT PAGE 21
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
736 KKRCOFF4-2
737 KM ROUTE COFF4-2 TO COFF5-1
738 KM KYLE CANYON ROAD
739 KM REFERENCED FROM 2008 MPU
740 RD 2800 0.0392 0.016 0 TRAP 0 50
*
741 KK OFF5-1
742 KM REFERENCED FROM 2008 MPU
743 BA 0.296
744 PB 3.26
745 LS 0 84.1
746 UD 0.222
*
747 KK COFF51
748 KM COMBINE RCOFF4-2 AND OFF5-1
749 KM REFERENCED FROM 2008 MPU
750 HC 2
*
751 KKRCOFF5-1
752 KM ROUTE COFF5-1 TO 2CNW1-C
753 KM FACILITY = MOCCASIN AND KYLE CANYON ROAD
754 KM FACILITY ID-MILE = MOKC 0380
755 KM LINING = RCP
756 KM REFERENCED FROM 2008 MPU
757 RD 5800 0.0373 0.013 0 CIRC 7.5 0
*
758 KK OFF5-2
759 KM REFERENCED FROM 2008 MPU
760 BA 0.395
761 PB 3.20
762 LS 0 86.9
763 UD 0.317
*
764 KK ROFF52
765 KM ROUTE OFF5-2 TO CNW1-C
766 KM FACILITY =KYLE CANYON ROAD AND UNKNOWN
767 KM FACILITY ID-MILE = KCUN 0000
768 KM LINING = RCP
769 KM REFERENCED FROM 2008 MPU
770 RD 2300 0.022 0.013 0 CIRC 7 0
*
771 KK NW1-C
772 KM REFERENCED FROM 2008 MPU
773 BA 0.293
774 PB 3.12
775 LS 0 84.3
776 UD 0.263
*
1 HEC-1 INPUT PAGE 22
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
777 KK CNW1-C
778 KM COMBINE ROFF5-2 AND NW1-C
779 KM REFERENCED FROM 2008 MPU
780 HC 2
*
781 KK 2CNW1C
782 KM COMBINE RCOFF5-1 AND CNW1-C
783 KM REFERENCED FROM 2008 MPU
784 HC 2
*
785 KKR2CNW1-C
786 KM ROUTE 2CNW1-C TO CNW-7
787 KM FACILITY =MOCCASIN AND KYLE CANYON ROAD
788 KM FACILITY ID-MILE = MOKC 0325
789 KM LINING = RCB
790 KM REFERENCED FROM 2008 MPU
791 RD 5700 0.0365 0.015 0 TRAP 9 0
*
792 KK NW7-C
793 KM REFERENCED FROM 2008 MPU
794 BA 0.488
795 PB 3.03
796 LS 0 87.2
797 UD 0.364
*
798 KK CNW-7
799 KM COMBINE NW7-C AND R2CNW1-C
800 KM REFERENCED FROM 2008 MPU
801 HC 2
*
802 KK 157DB
803 KM ADDED SR-157 DB
804 RS 1 VOL -1
805 SV 0 70 100
806 SE 0 5 7
807 SQ 0 626 885 1084 1252 1399
808 SE 0 3 4 5 6 7
*
809 KK RCNW7C
810 KM ROUTE CNW7-C TO CNW21-C
811 KM FACILITY =MOCCASIN AND KYLE CANYON ROAD
812 KM FACILITY ID-MILE = MOKC
813 KM LINING = RCB
814 KM REVISED FROM 2008 MPU
815 RD 2660 0.0338 0.015 0 TRAP 20 0
*
1 HEC-1 INPUT PAGE 23
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
816 KK NW21-C
817 KM PROPOSED ULTIMATE CONDITION MPA BASIN
818 BA .1552
819 PB 3.00
820 LS 0 92.0
821 UD 0.199
*
822 KK CNW21C
823 KM COMBINE NW21-C AND CNW-7
824 HC 2
*
825 KKRCNW21-C
826 KM ROUTE CNW21-C TO CNW35-C
827 KM FACILITY =MOCCASIN AND KYLE CANYON ROAD
828 KM FACILITY ID-MILE = MOKC
829 KM LINING = RCB
830 KM REVISED FROM 2008 MPU
831 RD 5450 0.0339 0.015 0 TRAP 20 0
*
832 KK NW35-C
833 KM PROPOSED ULTIMATE CONDITION MPA BASIN
834 BA .3447
835 PB 2.93
836 LS 0 90.5
837 UD 0.291
*
838 KK WPRK10
839 KM OFFICER IGOR SOLDO MEMORIAL PARK
840 BA .0157
841 PB 2.77
842 LS 0 84.0
843 UD 0.114
*
844 KK CNW35C
845 KM COMBINE NW35-C AND CNW21-C
846 HC 3
*
847 KK WOFF1
848 KM DISCHARGES INTO DETENTION BASIN "DB1"
849 PB 3.00
850 BA .4073
851 LS 0 86.4
852 UD 0.356
*
1 HEC-1 INPUT PAGE 24
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
853 KK WOFF11
854 KM DEVELOPED OFFSITE DRAINAGE BASIN
855 KM DISCHARGES INTO DETENTION BASIN "DB2"
856 BA .0281
857 LS 0 96.0
858 UD 0.118
*
859 KK WOFF2
860 KM DISCHARGES INTO DETENTION BASIN "DB1"
861 BA .0355
862 LS 0 85.0
863 UD 0.148
*
864 KK WOFF3
865 KM DISCHARGES INTO DETENTION BASIN "DB1"
866 BA .0259
867 LS 0 86.2
868 UD 0.112
*
869 KK CP1
870 KM COMBINE WOFF1, WOFF2, WOFF3, WOFF11
871 HC 4
*
872 KK WOFF4
873 KM DISCHARGES INTO DETENTION BASIN "DB1"
874 BA .0581
875 LS 0 86.2
876 UD 0.136
*
877 KK WOFF5
878 KM DISCHARGES INTO DETENTION BASIN "DB1"
879 BA .2569
880 LS 0 86.5
881 UD 0.419
*
882 KK WOFF6
883 KM DISCHARGES INTO DETENTION BASIN "DB1"
884 BA .0399
885 LS 0 86.2
886 UD 0.121
*
887 KK WPF1B
888 KM WEST BASIN, WEST OF SHEEP MT ROAD
889 BA .0295
890 PB 3.00
891 LS 0 94.0
892 UD 0.077
*
1 HEC-1 INPUT PAGE 25
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
893 KK DB1
894 KM COMBINE CP1, WOFF4, WOFF5, WOFF6 AND WPF1B
895 HC 5
*
896 KK RDB1
897 KM OUTLET = 24" ORIFICE @ INVERT ELEVATION = 3013.8-FT
898 RS 1 ELEV 3025.5
899 SA 4.68 5.56 5.74 5.92 6.10 7.01 7.46 8.36 9.32 10.68
900 SE 3025.5 3027 3028 3029 3030 3035 3037 3040 3043 3046
901 SQ 0 13.7 31.5 48.3 60.6 70.8 74.5 1436.0 3920.5 7136.3
902 SE 3013.8 3017 3020 3025 3030 3035 3037 3040 3043 3046
*
903 KK WSHP3
904 KM WEST BASIN, SHEEP MT ROAD
905 BA .0163
906 PB 3.00
907 LS 0 94.0
908 UD 0.110
*
909 KK WPF2
910 KM WEST BASIN, WEST OF SHEEP MT
911 BA .0048
912 PB 3.00
913 LS 0 94.0
914 UD 0.074
*
915 KK WC19
916 KM FAR N OF GRAND TETON/SHEEP MT INTERSECTION
917 KM COMBINE WPF1B, WSHP3, WPF2
918 HC 3
*
919 KK WPF5
920 KM WEST BASIN, WEST OF SHAUMBER RD
921 BA .0006
922 PB 3.00
923 LS 0 86.0
924 UD 0.052
*
925 KK WML2
926 KM WEST BASIN, WEST OF SHAUMBER ROAD
927 BA .0428
928 PB 3.00
929 LS 0 93.5
930 UD 0.142
*
1 HEC-1 INPUT PAGE 26
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
931 KK WSHA5
932 KM WEST BASIN, SHAUMBER ROAD
933 BA .0037
934 PB 3.00
935 LS 0 98.0
936 UD 0.086
*
937 KK WC20
938 KM S OF EAGLE CANYON/SHAUMBER INTERSECTION
939 KM COMBINE WPF5, WML2, WSHA5
940 HC 3
*
941 KK WARR4
942 KM WEST BASIN, WEST OF SHAUMBER ROAD
943 BA .0020
944 PB 3.00
945 LS 0 88.0
946 UD 0.100
*
947 KK WPF4
948 BA .0090
949 PB 3.00
950 LS 0 94.0
951 UD 0.087
*
952 KK WSHA4
953 BA .0022
954 PB 3.00
955 LS 0 98.0
956 UD 0.051
*
957 KK WC21
958 KM S OF SHAUMBER SPLIT INTERSECTION
959 HC 5
*
960 KK WL4A
961 KM WEST BASIN, WEST OF EGAN CREB DRIVE
962 BA .0125
963 PB 3.00
964 LS 0 92.0
965 UD 0.106
*
1 HEC-1 INPUT PAGE 27
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
966 KK WL5A
967 KM WEST BASIN, WEST OF EGAN CREB DRIVE
968 BA .0170
969 PB 3.00
970 LS 0 92.0
971 UD 0.099
*
972 KK WL5B
973 BA .0059
974 PB 3.00
975 LS 0 92.0
976 UD 0.085
*
977 KK WC22A
978 HC 3
*
979 KK WPRK4
980 KM WEST BASIN, WEST OF EGAN CREB DRIVE
981 BA .0016
982 PB 3.00
983 LS 0 84.0
984 UD 0.067
*
985 KK WARR5
986 KM WEST BASIN, WEST OF EGAN CREB DRIVE
987 BA .0100
988 PB 3.00
989 LS 0 90.0
990 UD 0.100
*
991 KK WC22
992 KM FAR S OF SKYE CANYON PARK/EGAN CREB INTERSECTION
993 HC 4
*
994 KK WML8
995 KM WEST BASIN, WEST OF EGAN CREB DRIVE
996 BA .0161
997 PB 3.00
998 LS 0 95.0
999 UD 0.093
*
1000 KK WPF6
1001 KM WEST BASIN, WEST OF EGAN CREB DRIVE
1002 BA .0016
1003 PB 3.00
1004 LS 0 94.0
1005 UD 0.050
*
1 HEC-1 INPUT PAGE 28
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1006 KK WEGN1
1007 KM WEST BASIN, EGAN CREB DRIVE
1008 BA .0007
1009 PB 3.00
1010 LS 0 98.0
1011 UD 0.050
*
1012 KK WEGN2
1013 KM WEST BASIN, EGAN CREB DRIVE
1014 BA .0007
1015 PB 3.00
1016 LS 0 98.0
1017 UD 0.050
*
1018 KK WC23
1019 KM FAR S OF SKYE CANYON PARK/EGAN CREB INTERSECTION
1020 KM COMBINE WC22, WML8, WPF6, WEGN1, WEGN2
1021 HC 5
*
1022 KK WARR6
1023 KM WEST BASIN, WEST OF SKYE VILLAGE ROAD
1024 BA .0038
1025 PB 3.00
1026 LS 0 88.0
1027 UD 0.100
*
1028 KK WPF7
1029 KM WEST BASIN, WEST OF SKYE VILLAGE ROAD
1030 BA .0071
1031 PB 3.00
1032 LS 0 94.0
1033 UD 0.097
*
1034 KK WL6A
1035 KM WEST BASIN, WEST OF SKYE VILLAGE ROAD
1036 BA .0096
1037 PB 3.00
1038 LS 0 92.0
1039 UD 0.092
*
1040 KK WC24
1041 KM FAR E OF SKYE CANYON PARK/EGAN CREB INTERSECTION
1042 KM COMBINE WC23, WPF7, WARR6, WL6A
1043 HC 4
*
1 HEC-1 INPUT PAGE 29
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1044 KK WSCP2
1045 KM WEST BASIN, SKYE CANYON PARK DRIVE
1046 BA .0047
1047 PB 3.00
1048 LS 0 98.0
1049 UD 0.063
*
1050 KK WPRK3
1051 KM WEST BASIN, WEST OF EGAN CREB DRIVE
1052 BA .0028
1053 PB 3.00
1054 LS 0 84.0
1055 UD 0.070
*
1056 KK WC25
1057 KM N OF SKYE CANYON PARK/EGAN CREB INTERSECTION
1058 HC 2
*
1059 KK WPRK6
1060 KM WEST BASIN, WEST OF SKYE VILLAGE ROAD
1061 BA .0207
1062 PB 3.00
1063 LS 0 84.0
1064 UD 0.121
*
1065 KK WSCP3
1066 KM WEST BASIN, SKYE CANYON PARK DRIVE
1067 BA .0055
1068 PB 3.00
1069 LS 0 98.0
1070 UD 0.074
*
1071 KK WC26
1072 KM W OF SKY CANYON PARK/SKYE VILLAGE INTERSECTION
1073 KM COMBINE WC24, WC25, WWPRK6, WSCP3
1074 HC 4
*
1075 KK WML7
1076 KM WEST BASIN, WEST OF SKY VILLAGE ROAD
1077 BA .0291
1078 PB 3.00
1079 LS 0 95.0
1080 UD 0.100
*
1 HEC-1 INPUT PAGE 30
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1081 KK WSKV2
1082 KM WEST BASIN, SKYE VILLAGE ROAD
1083 BA .0100
1084 PB 3.00
1085 LS 0 90.0
1086 UD 0.081
*
1087 KK WC27
1088 KM S OF SPD2/SKYE CANYON VILLAGE INTERSECTION
1089 KM COMBINE WC26, WML7, WSKV2
1090 HC 3
*
1091 KK WL1B
1092 KM WEST BASIN, WEST OF SHEEP MT ROAD
1093 BA .0437
1094 PB 3.00
1095 LS 0 92.0
1096 UD 0.109
*
1097 KK WARR1
1098 KM WEST BASIN, WEST OF SHEEP MT ROAD
1099 BA .0056
1100 PB 3.00
1101 LS 0 88.0
1102 UD 0.100
*
1103 KK WSHP2
1104 KM WEST BASIN, SHEEP MT ROAD
1105 BA .0146
1106 PB 3.00
1107 LS 0 94.0
1108 UD 0.148
*
1109 KK WC28
1110 KM FAR S OF IRON MT/SHEEP MT INTERSECTION
1111 KM COMBINE WL1B, WARR1, WSHP3
1112 HC 3
*
1113 KK WPF3
1114 BA .0072
1115 PB 3.00
1116 LS 0 94.0
1117 UD 0.050
*
1 HEC-1 INPUT PAGE 31
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1118 KK WSHA3A
1119 BA .0010
1120 PB 3.00
1121 LS 0 98.0
1122 UD 0.050
*
1123 KK WC29
1124 HC 2
*
1125 KK WSCH2
1126 BA .0180
1127 PB 3.00
1128 LS 0 91.0
1129 UD 0.069
*
1130 KK WSHA3B
1131 BA .0026
1132 PB 3.00
1133 LS 0 98.0
1134 UD 0.089
*
1135 KK WC30
1136 HC 3
*
1137 KK WSCP1
1138 BA .0024
1139 PB 3.00
1140 LS 0 98.0
1141 UD 0.066
*
1142 KK WC31
1143 HC 2
*
1144 KK WML1
1145 KM WEST BASIN, WEST OF SHAUMBER ROAD
1146 BA .0282
1147 PB 3.00
1148 LS 0 92.0
1149 UD 0.103
*
1150 KK WSHA2
1151 KM WEST BASIN, SHAUMBER ROAD
1152 BA .0024
1153 PB 3.00
1154 LS 0 88.0
1155 UD 0.061
*
1 HEC-1 INPUT PAGE 32
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1156 KK WC32
1157 HC 3
*
1158 KK WARR2
1159 KM WEST BASIN, WEST OF SHAUMBER ROAD
1160 BA .0044
1161 PB 3.00
1162 LS 0 88.0
1163 UD 0.100
*
1164 KK WC33
1165 HC 3
*
1166 KK WARR3
1167 KM WEST BASIN, WEST OF SKY VILLAGE ROAD
1168 BA .0110
1169 PB 3.00
1170 LS 0 88.0
1171 UD 0.125
*
1172 KK WML5
1173 KM WEST BASIN, WEST OF SKY VILLAGE ROAD
1174 BA .0427
1175 PB 3.00
1176 LS 0 95.0
1177 UD 0.126
*
1178 KK WML6
1179 KM WEST BASIN, WEST OF SKY VILLAGE ROAD
1180 BA .0321
1181 PB 3.00
1182 LS 0 95.0
1183 UD 0.107
*
1184 KK WC34
1185 KM FAR N OF SKYE CANYON PARK/SKYE VILLAGE INTERSECTION
1186 KM COMBINE WC33, WARR3, WML5, WML6
1187 HC 4
*
1188 KK WC35
1189 KM N OF SPD2/SKYE CANYON VILLAGE INTERSECTION
1190 KM COMBINE WC27, WC34
1191 HC 2
*
1 HEC-1 INPUT PAGE 33
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1192 KK WL2
1193 KM WEST BASIN, WEST OF SKY VILLAGE ROAD
1194 BA .0245
1195 PB 3.00
1196 LS 0 92.0
1197 UD 0.104
*
1198 KK WPRK2
1199 KM WEST BASIN, WEST OF SKY VILLAGE ROAD
1200 BA .0050
1201 PB 3.00
1202 LS 0 84.0
1203 UD 0.128
*
1204 KK WC36
1205 KM FAR S OF IRON MT/SKY VILLAGE RD INTERSECTION
1206 KM COMBINE WL2, WPRK2
1207 HC 2
*
1208 KK WSKV1B
1209 KM WEST BASIN, SKYE VILLAGE ROAD
1210 BA .0054
1211 PB 3.00
1212 LS 0 98.0
1213 UD 0.123
*
1214 KK WL3
1215 KM WEST BASIN, WEST OF SKY VILLAGE ROAD
1216 BA .0390
1217 PB 3.00
1218 LS 0 92.0
1219 UD 0.125
*
1220 KK WC37
1221 KM S OF IRON MT/SKYE VILLAGE RD INTERSECTION
1222 KM COMBINE WC35, WC36, WSKV1B, WL3
1223 HC 4
*
1224 KK WOFF7
1225 KM DISCHARGES INTO DETENTION BASIN "DB2"
1226 BA .0068
1227 LS 0 86.2
1228 UD 0.100
*
1 HEC-1 INPUT PAGE 34
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1229 KK WOFF8
1230 KM DISCHARGES INTO DETENTION BASIN "DB2"
1231 BA .1663
1232 LS 0 86.2
1233 UD 0.239
*
1234 KK CP2
1235 KM COMBINE WOFF7, AND WOFF8
1236 HC 2
*
1237 KK WOFF9
1238 KM DISCHARGES INTO DETENTION BASIN "DB2"
1239 BA .1164
1240 LS 0 86.2
1241 UD 0.203
*
1242 KK WOFF10
1243 KM DISCHARGES INTO DETENTION BASIN "DB2"
1244 BA .2463
1245 LS 0 86.5
1246 UD 0.248
*
1247 KK WPF1A
1248 KM WEST BASIN, WEST OF SHEEP MT ROAD
1249 BA .0315
1250 PB 3.00
1251 LS 0 94.0
1252 UD 0.135
*
1253 KK DB2
1254 KM COMBINE CP2, WOFF9, WOFF10 AND WPF1A
1255 HC 4
*
1256 KK RDB2
1257 KM OUTLET = 27" ORIFICE @ INVERT ELEVATION = 2993-FT
1258 RS 1 VOL -1
1259 SV 0 3.27 6.87 10.63 27.34 46.77 75.03
1260 SE 2993 2994 2995 2996 3000 3004 3009
1261 SQ 0 17.95 27.43 34.38 40.15 45.18 57.71 67.97 76.88
1262 SE 2993 2996 2997 2998 2999 3000 3003 3006 3009
*
1263 KK WPRK1
1264 KM WEST BASIN, WEST OF SHEEP MT ROAD
1265 BA .0037
1266 PB 3.00
1267 LS 0 84.0
1268 UD 0.070
*
1 HEC-1 INPUT PAGE 35
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1269 KK WIRN1
1270 KM WEST BASIN, IRON MT ROAD
1271 BA .0009
1272 PB 3.00
1273 LS 0 98.0
1274 UD 0.050
*
1275 KK WL1A
1276 KM WEST BASIN, WEST OF SHEEP MT ROAD
1277 BA .0465
1278 PB 3.00
1279 LS 0 92.0
1280 UD 0.142
*
1281 KK WC38
1282 KM W OF SHEEP MT/IRON MT INTERSECTION
1283 KM COMBINE WPF1A, WPRK1, WIRN1
1284 HC 4
*
1285 KK WSHP1
1286 KM WEST BASIN, SHEEP MT ROAD
1287 BA .01000
1288 PB 3.00
1289 LS 0 94.0
1290 UD 0.125
*
1291 KK WC39
1292 KM S OF IRON MT/SHAUMBER INTERSECTION
1293 KM COMBINE WL1A, WSHP1
1294 HC 2
*
1295 KK WIRN2
1296 KM WEST BASIN, IRON MT ROAD
1297 BA .0034
1298 PB 3.00
1299 LS 0 98.0
1300 UD 0.097
*
1301 KK WSCH1
1302 KM WEST BASIN, WEST OF SHAUMBER ROAD
1303 BA .0615
1304 PB 3.00
1305 LS 0 91.0
1306 UD 0.125
*
1 HEC-1 INPUT PAGE 36
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1307 KK WSHA1
1308 KM WEST BASIN, SHAUMBER ROAD
1309 BA .0036
1310 PB 3.00
1311 LS 0 88.0
1312 UD 0.100
*
1313 KK WC40
1314 KM S OF IRON MT/SHAUMBER INTERSECTION
1315 KM COMBINE WSCH1, WSHA1
1316 HC 2
*
1317 KK WML3
1318 KM WEST BASIN, WEST OF SKYE VILLAGE ROAD
1319 BA .0270
1320 PB 3.00
1321 LS 0 95.0
1322 UD 0.097
*
1323 KK WC41
1324 KM FAR E OF IRON MT/SHAUMBER INTERSECTION
1325 KM COMBINE WC39, WC40, WIRN2, WML3
1326 HC 4
*
1327 KK WIRN3
1328 KM WEST BASIN, IRON MT ROAD
1329 BA .0020
1330 PB 3.00
1331 LS 0 98.0
1332 UD 0.071
*
1333 KK WML4
1334 KM WEST BASIN, SKYE VILLAGE ROAD
1335 BA .0393
1336 PB 3.00
1337 LS 0 95.0
1338 UD 0.112
*
1339 KK WC42
1340 KM W OF IRON MT/SKYE VILLAGE INTERSECTION
1341 KM COMBINE WC41, WIRN3, WML4
1342 HC 3
*
1 HEC-1 INPUT PAGE 37
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1343 KK WC43
1344 KM N OF IRON MT/SKYE VILLAGE RD INTERSECTION
1345 KM COMBINE WC37, WC42
1346 HC 2
*
1347 KK WSKV1A
1348 KM WEST BASIN, SKYE VILLAGE ROAD
1349 BA .0021
1350 PB 3.00
1351 LS 0 98.0
1352 UD 0.093
*
1353 KK WC44A
1354 KM S OF OSO BLANCA/SKYE VILLAGE RD INTERSECTION
1355 KM COMBINE WC43, SKV1A
1356 HC 2
*
1357 KK WGC2
1358 KM WEST BASIN, WEST OF US95
1359 BA .0130
1360 PB 2.93
1361 LS 0 92.0
1362 UD 0.107
*
1363 KK WOSO1
1364 KM WEST BASIN, OSO BLANCA ROAD
1365 BA .0034
1366 PB 2.93
1367 LS 0 98.0
1368 UD 0.067
*
1369 KK WGED1A
1370 KM WEST BASIN, WEST OF US95
1371 BA .0444
1372 PB 2.93
1373 LS 0 92.4
1374 UD 0.133
*
1375 KK WC44B
1376 KM W OF OSO BLANCA/US95 INTERSECTION
1377 KM COMBINE CNW35C, WC44A, WGC2, WOSO1, WGED1A
1378 HC 5
*
1 HEC-1 INPUT PAGE 38
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1379 KK NW50-C
1380 KM PROPOSED ULTIMATE CONDITION MPA BASIN
1381 BA .1677
1382 PB 2.92
1383 LS 0 87.8
1384 UD 0.179
*
1385 KK WGC1
1386 KM WEST BASIN, WEST OF US95
1387 BA .0130
1388 PB 2.93
1389 LS 0 92.0
1390 UD 0.091
*
1391 KK WC44C
1392 HC 2
*
1393 KK RETC1B
1394 KM RETRIEVE FLOW FROM VTN CULVERT 1
1395 KM REFERENCED FROM GCW MASTER DRAINAGE STUDY
1396 DR DCHD1B
*
1397 KK EUS95
1398 KM EAST BASIN, WEST OF TEE PEE LANE
1399 BA .0139
1400 PB 2.77
1401 LS 0 98.0
1402 UD 0.066
*
1403 KK 95-4A
1404 KM US95 BASIN BETWEEN LOG CABIN AND IRON MOUNTAIN
1405 BA .0077
1406 PB 2.77
1407 LS 0 92.6
1408 UD 0.083
*
1409 KK 95-4B
1410 KM US95 BASIN BETWEEN LOG CABIN AND IRON MOUNTAIN
1411 BA .0073
1412 PB 2.77
1413 LS 0 92.6
1414 UD 0.082
*
1 HEC-1 INPUT PAGE 39
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1415 KK EC1
1416 KM E OF LOG CABIN/US95 INTERSECTION
1417 HC 6
*
1418 KK ELOG1
1419 KM EAST BASIN, LOG CABIN WAY
1420 BA .0053
1421 PB 2.77
1422 LS 0 98.0
1423 UD 0.071
*
1424 KK EPRK2
1425 KM EAST BASIN, WEST OF TEE PEE LANE
1426 BA .0025
1427 PB 2.77
1428 LS 0 69.0
1429 UD 0.122
*
1430 KK EC2
1431 KM W OF LOG CABIN/TEE PEE INTERSECTION
1432 KM COMBINE EC1, ELOG1, EPRK2
1433 HC 3
*
1434 KK EAA1B
1435 KM EAST BASIN, WEST OF US95
1436 BA .0624
1437 PB 2.93
1438 LS 0 92.0
1439 UD 0.141
*
1440 KK ETP1B
1441 KM EAST BASIN, TEE PEE LANE
1442 BA .0015
1443 PB 2.77
1444 LS 0 98.0
1445 UD 0.063
*
1446 KK EC3
1447 KM N OF KYLE CANYON/TEE PEE INTERSECTION
1448 KM COMBINE EAA1B, ETP1B
1449 HC 2
*
1 HEC-1 INPUT PAGE 40
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1450 KK ESKY1
1451 KM EAST BASIN, WEST OF TEE PEE LANE
1452 BA .0053
1453 PB 2.77
1454 LS 0 98.0
1455 UD 0.125
*
1456 KK EPF1
1457 KM EAST BASIN, WEST OF TEE PEE LANE
1458 BA .0067
1459 PB 2.77
1460 LS 0 86.0
1461 UD 0.115
*
1462 KK EC4
1463 KM W OF KYLE CANYON/TEE PEE INTERSECTION
1464 KM COMBINE ESKY1, EPF1
1465 HC 2
*
1466 KK ETP2
1467 KM EAST BASIN, TEE PEE LANE
1468 BA .0018
1469 PB 2.77
1470 LS 0 98.0
1471 UD 0.072
*
1472 KK EMLA1
1473 KM EAST BASIN, WEST OF TEE PEE LANE
1474 BA .0295
1475 PB 2.77
1476 LS 0 92.0
1477 UD 0.105
*
1478 KK EC5
1479 KM N OF LOG CABIN/TEE PEE INTERSECTION
1480 KM COMBINE EC3, EC4, ETP2, EMLA1
1481 HC 4
*
1482 KK EC6
1483 KM E OF LOG CABIN/TEE PEE INTERSECTION
1484 KM COMBINE EC2, EC5
1485 HC 2
*
1 HEC-1 INPUT PAGE 41
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1486 KK EL1
1487 KM EAST BASIN, WEST OF FORT APACHE
1488 BA .0390
1489 PB 2.77
1490 LS 0 87.0
1491 UD 0.152
*
1492 KK ELOG2
1493 KM EAST BASIN, LOG CABIN
1494 BA .0055
1495 PB 2.77
1496 LS 0 98.0
1497 UD 0.079
*
1498 KK EC7
1499 KM FAR W OF LOG CABIN/FORT APACHE INTERSECTION
1500 KM COMBINE EC7B, EL1, ELOG2
1501 HC 3
*
1502 KK EL5A
1503 KM EAST BASIN, WEST OF FORT APACHE
1504 BA .0236
1505 PB 2.77
1506 LS 0 87.0
1507 UD 0.130
*
1508 KK ELOG3
1509 KM EAST BASIN, LOG CABIN WAY
1510 BA .0027
1511 PB 2.77
1512 LS 0 98.0
1513 UD 0.079
*
1514 KK EPRK1
1515 KM EAST BASIN, WEST OF TEE PEE LANE
1516 BA .0016
1517 PB 2.77
1518 LS 0 69.0
1519 UD 0.122
*
1520 KK EC8
1521 KM W OF LOG CABIN/FORT APACHE INTERSECTION
1522 KM COMBINE EC7, EML1A, ELOG3, EPRK1
1523 HC 4
*
1 HEC-1 INPUT PAGE 42
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1524 KK RETC2B
1525 KM RETRIEVE FLOW FROM VTN CULVERT 2
1526 KM REFERENCED FROM GCW MASTER DRAINAGE STUDY
1527 DR DCHD2B
*
1528 KK 95-5A
1529 KM US95 BASIN BETWEEN LOG CABIN AND IRON MOUNTAIN
1530 BA .0063
1531 PB 2.77
1532 LS 0 92.6
1533 UD 0.075
*
1534 KK 95-5B
1535 KM US95 BASIN BETWEEN LOG CABIN AND IRON MOUNTAIN
1536 BA .0059
1537 PB 2.77
1538 LS 0 92.6
1539 UD 0.073
*
1540 KK 95-6A
1541 KM REFERENCED FROM GCW MASTER DRAINAGE STUDY
1542 BA .0104
1543 PB 2.77
1544 LS 0 92.8
1545 UD 0.091
*
1546 KK 95-6B
1547 KM REFERENCED FROM GCW MASTER DRAINAGE STUDY
1548 BA .0074
1549 PB 2.77
1550 LS 0 89.5
1551 UD 0.082
*
1552 KK EC9A
1553 HC 5
*
1554 KK EML3A
1555 KM EAST BASIN, WEST OF TEE PEE LANE
1556 BA .0293
1557 PB 2.77
1558 LS 0 94.1
1559 UD 0.128
*
1 HEC-1 INPUT PAGE 43
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1560 KK ETP4
1561 KM EAST BASIN, TEE PEE LANE
1562 BA .0013
1563 PB 2.77
1564 LS 0 98.0
1565 UD 0.064
*
1566 KK EC9B
1567 KM N OF IRON MT/TEE PEE INTERSECTION
1568 HC 3
*
1569 KK EIRN1
1570 KM EAST BASIN, IRON MT ROAD
1571 BA .0016
1572 PB 2.77
1573 LS 0 98.0
1574 UD 0.068
*
1575 KK ES1
1576 KM REFERENCED FROM GCW MASTER DRAINAGE STUDY
1577 BA .0173
1578 PB 2.77
1579 LS 0 92.7
1580 UD 0.109
*
1581 KK EC10
1582 KM N OF IRON MT/FORT APACHE INTERSECTION
1583 KM COMBINE EC9B, EIRN1, ES1
1584 HC 3
*
1585 KK FTNOR
1586 KM FLOW SPLIT AT IRON MOUNTAIN/FORT APACHE
1587 KM DIVERT FLOW EAST IN IRON MOUNTAIN ROAD
1588 KM MATCH CLV NWNS
1589 DT IREAST
1590 DI 0 98 235 500
1591 DQ 0 98 235 235
*
1592 KK EL6
1593 KM EAST BASIN, WEST OF FORT APACHE
1594 BA .0567
1595 PB 2.77
1596 LS 0 87.0
1597 UD 0.186
*
1 HEC-1 INPUT PAGE 44
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1598 KK EFA4
1599 KM EAST BASIN, FORT APACHE
1600 BA .0030
1601 PB 2.77
1602 LS 0 98.0
1603 UD 0.106
*
1604 KK EC11
1605 KM S OF OHARE/FORT APACHE INTERSECTION
1606 KM COMBINE EC10, EML2, EFA4
1607 HC 3
*
1608 KK EGC1
1609 KM EAST BASIN, WEST OF TEE PEE LANE
1610 BA .0412
1611 PB 2.77
1612 LS 0 92.0
1613 UD 0.149
*
1614 KK ETP3
1615 KM EAST BASIN, TEE PEE LANE
1616 BA .0100
1617 PB 2.77
1618 LS 0 90.0
1619 UD 0.100
*
1620 KK EC12
1621 KM FAR S OF LOG CABIN/TEE PEE INTERSECTION
1622 KM COMBINE EGC1, ETP3
1623 HC 2
*
1624 KK EL3
1625 KM EAST BASIN, WEST OF TEE PEE LANE
1626 BA .0412
1627 PB 2.77
1628 LS 0 87.0
1629 UD 0.170
*
1630 KK EOHR2
1631 KM EAST BASIN, WEST OF TEE PEE LANE
1632 BA .0010
1633 PB 2.77
1634 LS 0 98.0
1635 UD 0.083
*
1 HEC-1 INPUT PAGE 45
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1636 KK EPRK3
1637 KM EAST BASIN, WEST OF TEE PEE LANE
1638 BA .0031
1639 PB 2.77
1640 LS 0 69.0
1641 UD 0.125
*
1642 KK EC13
1643 KM S OF OHARE/TEE PEE INTERSECTION
1644 KM COMBINE EC12, EL3, EOHR2, EPRK3
1645 HC 4
*
1646 KK EL4
1647 KM EAST BASIN, WEST OF TEE PEE LANE
1648 BA .0335
1649 PB 2.77
1650 LS 0 87.0
1651 UD 0.142
*
1652 KK EL2
1653 KM EAST BASIN, WEST OF FORT APACHE
1654 BA .0338
1655 PB 2.77
1656 LS 0 87.0
1657 UD 0.119
*
1658 KK EOHR1
1659 KM EAST BASIN, OHARE ROAD
1660 BA .0028
1661 PB 2.77
1662 LS 0 98.0
1663 UD 0.052
*
1664 KK EC14
1665 KM W OF OHARE/FORT APACHE INTERSECTION
1666 KM COMBINE EC13, EL4, EL2, EOHR1
1667 HC 4
*
1668 KK EC15
1669 HC 2
*
1670 KK RFTLC
1671 KM DIVERT FLOW SPLIT INTO O'HARE ROAD
1672 DT OHARE
1673 DI 0 47 5000
1674 DQ 0 47 47
*
1 HEC-1 INPUT PAGE 46
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1675 KK EFA3
1676 KM EAST BASIN, FORT APACHE ROAD
1677 BA .0025
1678 PB 2.77
1679 LS 0 98.0
1680 UD 0.104
*
1681 KK EL5B
1682 KM EAST BASIN, WEST OF TEE PEE LANE
1683 BA .0132
1684 PB 2.77
1685 LS 0 87.0
1686 UD 0.120
*
1687 KK EC16
1688 KM S OF OHARE/FORT APACHE INTERSECTION
1689 HC 3
*
1690 KK EFA2
1691 KM EAST BASIN, WEST OF TEE PEE LANE
1692 BA .0017
1693 PB 2.77
1694 LS 0 98.0
1695 UD 0.089
*
1696 KK EAA2
1697 KM EAST BASIN, WEST OF FORT APACHE ROAD
1698 BA .2776
1699 PB 2.77
1700 LS 0 92.0
1701 UD 0.274
*
1702 KK EC17
1703 KM FAR N OF LOG CABIN/FORT APACHE INTERSECTION
1704 KM COMBINE ESCP2, EAA2
1705 HC 2
*
1706 KK EC18
1707 KM E OF OHARE/FORT APACHE INTERSECTION
1708 KM COMBINE EC8, EC16, EC17
1709 HC 3
*
1 HEC-1 INPUT PAGE 47
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1710 KK NW102-C
1711 BA 0.200
1712 PB 2.77
1713 LS 0 94.7
1714 UD 0.295
*
1715 KK LOGDB
1716 HC 2
*
1717 KK DB-OFF
1718 KM NEW LOG CABIN REGIONAL DB
1719 RS 1 VOL -1
1720 SV 0 120 530
1721 SE 0 5 9
1722 SQ 0 39 68 87 103 117 129 141
1723 SE 0 3 4 5 6 7 8 9
*
1724 KK NW129-C
1725 BA 0.145
1726 PB 2.77
1727 LS 0 83.9
1728 UD 0.288
*
1729 KK CNW129
1730 HC 2
*
1731 KK RTULE
1732 KM DIVERT FLOW SPLIT TO BRENT LANE AND SOUTH TULE DB
1733 DT DBRDB
1734 DI 0 55 141 5000
1735 DQ 0 0 43 43
*
1736 KK NW116-C
1737 BA 0.125
1738 PB 2.77
1739 LS 0 81.1
1740 UD 0.254
*
1741 KKRNW116-C
1742 KM ROUTE NW116-C TO CNW128
1743 RD 5800 0.013 0.016 0 TRAP 0 50
*
1 HEC-1 INPUT PAGE 48
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1744 KK NW128
1745 BA 0.451
1746 PB 2.77
1747 LS 0 76.2
1748 UD 0.351
*
1749 KK CNW128
1750 KM COMBINE NW128 AND RNW116-C
1751 HC 3
*
1752 KK NW130-E
1753 BA 0.246
1754 PB 2.77
1755 LS 0 84.9
1756 UD 0.383
*
1757 KKRNW130-E
1758 KM ROUTE NW130-E TO CNW148-C
1759 KM FACILITY = TULE SPRINGS DRAINAGE SYSTEM
1760 KM FACILITY ID-MILE = TSDB 0059
1761 KM LINING = RCP
1762 RD 1365 0.0103 0.013 0 CIRC 6.5 0
*
1763 KK NW148-C
1764 BA 0.133
1765 PB 2.77
1766 LS 0 78.1
1767 UD 0.367
*
1768 KKCNW148-C
1769 KM COMBINE RTULE, CNW128, NW148-C AND RNW130-E
1770 KM LOG CABIN AND BUFFALO
1771 HC 3
*
1772 KKRCW148-C
1773 KM ROUTE CNW148-C TO CTULEDB
1774 KM FACILITY = TULE SPRINGS DRAINAGE SYSTEM
1775 KM FACILITY ID-MILE = TSDB 0023,0012
1776 KM LINING = RCP
1777 RD 1580 0.008 0.013 0 CIRC 7 0
*
1778 KK NW157
1779 BA 0.254
1780 PB 2.77
1781 LS 0 81.7
1782 UD 0.361
*
1 HEC-1 INPUT PAGE 49
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1783 KK CTULEDB
1784 KM COMBINE RCW148-C, CNW128 AND NW157
1785 HC 2
*
1786 KK TULEDB
1787 KM FACILITY = NORTH ENVIRONMENTAL ENHANCEMENT AREA
1788 KM FACILITY ID-MILE = TSDB 0011
1789 KM STORAGE VOLUME = 117 AC-FT
1790 KM OUTLET = MODIFIED TO 2-BARREL 36" OUTFLOW PIPE WITH 27" ORIFICE PLATE
1791 KM MODIFIED 100-YEAR DISCHARGE = 81 CFS
1792 KM SPILLWAY LENGTH = 2,050 FT
1793 KM SPILLWAY HEIGHT =
1794 KM SPILLWAY CREST ELEVATION = 2434 FT
1795 KM SPILLWAY TYPE =
1796 KM PMF DISCHARGE = 14,013 CFS
1797 KM TOP OF EMBANKMENT ELEVATION = 2,436.7 FT
1798 KM REFERENCED FROM HYDROLOGIC MODEL FOR FLOYD LAMB
1799 KM NORTH AND SOUTH ENVIRONMENTAL ENHANCEMENT AREAS
1800 KM PREPARED BY LOUIS BERGER DATED DECEMBER 7, 2007
1801 RS 1.00 STOR 0
1802 SV 0.0 0.8 6.0 22.2 46.9 77.9 117.4 170.0 222.8
1803 SE 2428 2429 2430 2431 2432 2433 2434 2435 2436
1804 SQ 0.0 40.2 57.8 71.1 82.3 6184.0 17431.5
1805 SE 2428 2431 2432 2433 2434 2435 2436
*
1806 KK NW147-E
1807 BA 0.254
1808 PB 2.77
1809 LS 0 77.6
1810 UD 0.309
*
1811 KK CNW147E
1812 KM COMBINE TULEDB AND NW147-E
1813 KM IRON MOUNTAIN AND BUFFALO
1814 HC 2
*
1815 KK RCW147E
1816 KM ROUTE CNW147E TO 2CW144E
1817 KM FACILITY = MOUNTAIN SPA/VISTA RANCH
1818 KM FACILITY ID-MILE = MSNV 0125
1819 KM LINING = GRASS
1820 RD 1300 0.004 0.03 0 TRAP 100 10
*
1821 KK NW115-C
1822 BA 0.210
1823 PB 2.77
1824 LS 0 87.0
1825 UD 0.277
*
1 HEC-1 INPUT PAGE 50
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1826 KK RBRDB
1827 KM RETURN FLOW SPLIT AT DURANGO/LOG CABIN
1828 DR DBRDB
*
1829 KKCNW115-C
1830 HC 2
*
1831 KKRCW115-C
1832 KM ROUTE CNW115-C TO CNW96-C
1833 KM FACILITY = BRENT DRAINAGE SYSTEM
1834 KM FACILITY ID-MILE = BRDB 0157
1835 KM LINING = RCB
1836 RD 2300 0.0025 0.015 0 TRAP 12 0
*
1837 KK IREAST
1838 KM RETRIEVE DNW96-C
1839 DR IREAST
*
1840 KK RDW96-C
1841 KM ROUTE DNW96-C TO CNW96-C
1842 KM IRON MOUNTAIN ROAD
1843 RD 4050 0.028 0.016 0 TRAP 0 50
*
1844 KKR2DW96-C
1845 KM ROUTE DNW96-C TO CNW96-C
1846 KM FACILITY = BRENT DRAINAGE SYSTEM
1847 KM FACILITY ID-MILE = BRDB 0157
1848 KM LINING = RCB
1849 RD 1260 0.0025 0.015 0 TRAP 12 0
*
1850 KK NW96-C
1851 KM REVISED PER KYLE CANYON MPA
1852 BA 0.262
1853 PB 2.77
1854 LS 0 87.3
1855 UD 0.205
*
1856 KK CNW96-C
1857 KM REVISED PER KYLE CANYON MPA
1858 KM COMBINE RCW115-C, R2DW96-C AND NW96-C
1859 KM El CAPITAN AND BRENT
1860 HC 3
*
1 HEC-1 INPUT PAGE 51
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1861 KK NW75-C
1862 KM REVISED PER KYLE CANYON MPA
1863 BA 0.445
1864 PB 2.77
1865 LS 0 92.4
1866 UD 0.352
*
1867 KK DNW75-C
1868 KM REVISED PER KYLE CANYON MPA
1869 KM ROUTE 178 CFS IN BRENT LANE THRU NW96-C
1870 KM REFERENCED FROM "ADDENDUM #3 TO MASTER DRAINAGE STUDY FOR KYLE CANYON"
1871 KM BY SLATER HANIFAN GROUP DATED FEBRUARY 2012
1872 KM REFERENCE NODE: BRENT
1873 KM REMAINING FLOW ENTERS THE RACO STORM DRAIN
1874 DT DNW111S
1875 DI 0 200 300 500 1000 5000
1876 DQ 0 22 122 322 822 4822
*
1877 KK RDW75-C
1878 KM ROUTE DNW75-C TO 2CNW96-C
1879 KM BRENT
1880 RD 2600 0.028 0.016 0 TRAP 0 50
*
1881 KK2CNW96-C
1882 KM COMBINE CNW96-C AND DNW75-C
1883 KM El CAPITAN AND BRENT
1884 HC 2
*
1885 KKR2CW96-C
1886 KM ROUTE 2CNW96-C TO CNW113-C
1887 KM FACILITY = BRENT DRAINAGE SYSTEM
1888 KM FACILITY ID-MILE = BRDB 0107
1889 KM LINING = RCB
1890 RD 2660 0.024 0.015 0 TRAP 8 0
*
1891 KK NW113-C
1892 BA 0.189
1893 PB 2.77
1894 LS 0 86.8
1895 UD 0.271
*
1896 KKCNW113-C
1897 KM COMBINE NW113-C AND R2CW96-C
1898 HC 2
*
1 HEC-1 INPUT PAGE 52
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1899 KKRCW113-C
1900 KM ROUTE CNW113-C TO CNW147W
1901 KM FACILITY = BRENT DRAINAGE SYSTEM
1902 KM FACILITY ID-MILE = BRDB 0043
1903 KM LINING = RCB
1904 RD 2920 0.021 0.015 0 TRAP 8 0
*
1905 KK NW114-C
1906 BA 0.169
1907 PB 2.77
1908 LS 0 81.9
1909 UD 0.249
*
1910 KKRNW114-C
1911 KM ROUTE NW114-C TO CNW147W
1912 KM NATURAL CHANNEL
1913 RD 2800 0.019 0.03 0 TRAP 50 3
*
1914 KK NW147W
1915 BA 0.106
1916 PB 2.77
1917 LS 0 80.6
1918 UD 0.208
*
1919 KK CNW147W
1920 KM COMBINE RCW113-C, RNW114-C AND NW147W
1921 HC 3
*
1922 KK NW144W
1923 BA 0.310
1924 PB 2.77
1925 LS 0 81.3
1926 UD 0.257
*
1927 KK CNW144W
1928 KM COMBINE NW144W AND CNW147W
1929 HC 2
*
1930 KK DNW111S
1931 KM RETRIEVE DNW111S
1932 DR DNW111S
*
1 HEC-1 INPUT PAGE 53
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1933 KKRDNW111S
1934 KM ROUTE DNW111S TO CNW111S
1935 KM FACILITY = RACEL STREET COLLECTOR
1936 KM FACILITY ID-MILE = RACO 0001,0064
1937 KM LINING = RCP
1938 RD 4800 0.0209 0.013 0 CIRC 6.5 0
*
1939 KK NW111S
1940 BA 0.108
1941 PB 2.77
1942 LS 0 85.6
1943 UD 0.278
*
1944 KK CNW111S
1945 KM COMBINE RDNW111S AND NW111S
1946 HC 2
*
1947 KK RNW111S
1948 KM ROUTE CNW111S TO CNW111N
1949 KM FACILITY = RACEL STREET COLLECTOR
1950 KM FACILITY ID-MILE = RACO 0000,0001
1951 KM LINING = RCP
1952 RD 1149 0.024 0.013 0 CIRC 6.5 0
*
1953 KK NW111N
1954 BA 0.208
1955 PB 2.77
1956 LS 0 81.6
1957 UD 0.322
*
1958 KK CNW111N
1959 KM COMBINE RNW111S AND NW111N
1960 HC 2
*
1961 KK CBRDB
1962 KM COMBINE CNW144W AND CNW111N
1963 HC 2
*
1964 KK BRDB
1965 KM FACILITY = SOUTH ENVIRONMENTAL ENHANCEMENT AREA
1966 KM FACILITY IDMILE = BRDB 0032
1967 KM STORAGE VOLUME = 450 AC-FT
1968 KM OUTLET = 36" RCP WITH 18" ORIFICE PLATE
1969 KM 100-YEAR DISCHARGE = 43 CFS
1970 KM SPILLWAY LENGTH = 3,550 FT
1971 KM SPILLWAY HEIGHT =
1972 KM SPILLWAY CREST ELEVATION = 2455 FT
1 HEC-1 INPUT PAGE 54
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1973 KM SPILLWAY TYPE =
1974 KM PMF DISCHARGE = 45,080 CFS
1975 KM TOP OF EMBANKMENT ELEVATION = 2,458.6 FT
1976 KM SMALL FOOTPRINT WITH NO SPILLING
1977 KM REFERENCED FROM HYDROLOGIC MODEL FOR FLOYD LAMB
1978 KM NORTH AND SOUTH ENVIRONMENTAL ENHANCEMENT AREAS
1979 KM PREPARED BY LOUIS BERGER DATED DECEMBER 7, 2007
1980 RS 1 STOR 0
1981 SV 0.0 3.1 7.3 14.4 28.4 48.8 72.4 98.9 128.5 162.6
1982 SV 203.2 247.7 295.2 345.1 397.0 450.6 514.1 577.0 641.1
1983 SE 2440 2441 2442 2443 2444 2445 2446 2447 2448 2449
1984 SE 2450 2451 2452 2453 2454 2455 2456 2457 2458
1985 SQ 0.9 26.1 27.7 29.2 30.6 31.9 33.2 34.5 35.7 36.9
1986 SQ 38.0 39.1 40.2 41.2 42.3 43.2 10694.2 30167.9 55385.1
*
1987 KK RBRDB
1988 KM ROUTE BRDB TO CNW144E
1989 KM FACILITY = BRENT DRAINAGE SYSTEM
1990 KM FACILITY ID MILE = BRDB 0000
1991 KM LINING = RCP
1992 RD 2170 0.004 0.013 0 CIRC 3 0
*
1993 KK NW144E
1994 BA 0.103
1995 PB 2.77
1996 LS 0 83.9
1997 UD 0.294
*
1998 KK CNW144E
1999 KM COMBINE RBRDB AND NW144E
2000 HC 2
*
2001 KK 2CW144E
2002 KM COMBINE RCW147E AND CNW144E
2003 HC 2
*
2004 KK RCW144E
2005 KM ROUTE 2CW144E TO CNW155C
2006 KM FACILITY = MOUNTAIN SPA/VISTA RANCH
2007 KM FACILITY ID MILE = MSNV 0005
2008 KM LINING = GRASS
2009 RD 4280 0.004 0.03 0 TRAP 100 10
*
2010 KK NW155-C
2011 BA 0.439
2012 PB 2.77
2013 LS 0 79.4
2014 UD 0.381
*
1 HEC-1 INPUT PAGE 55
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
2015 KKCNW155-C
2016 KM MODIFIED BY LOUIS BERGER NOV 2006
2017 KM COMBINE RCW144E AND NW155-C
2018 HC 2
*
2019 KKRCW155-C
2020 KM ROUTE CNW155-C TO CNW163-C
2021 KM FACILITY = MOUNTAIN SPA/VISTA RANCH
2022 KM FACILITY ID-MILE = MSNW 0005,0000
2023 KM LINING = GRASS
2024 RD 2320 0.004 0.03 0 TRAP 100 10
*
2025 KK NW165
2026 BA 0.281
2027 PB 2.77
2028 LS 0 78.2
2029 UD 0.444
*
2030 KK RNW165
2031 KM ROUTE NW165 TO CNW164
2032 KM MOUNTAIN SPA CHANNEL
2033 RD 3000 0.0073 0.03 0 TRAP 50 5
*
2034 KK NW164
2035 BA 0.301
2036 PB 2.77
2037 LS 0 79.1
2038 UD 0.293
*
2039 KK CNW164
2040 KM COMBINE NW164 AND RNW165
2041 HC 2
*
2042 KK RCNW164
2043 KM ROUTE CNW164 TO CNW163-C
2044 KM MOUNTAIN SPA CHANNEL
2045 RD 2200 0.01 0.03 0 TRAP 50 5
*
2046 KK NW163-C
2047 BA 0.361
2048 PB 2.77
2049 LS 0 79.4
2050 UD 0.364
*
1 HEC-1 INPUT PAGE 56
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
2051 KKCNW163-C
2052 KM COMBINE NW163-C, RCNW164 AND RCW155-C
2053 HC 3
*
2054 ZZ
1
SCHEMATIC DIAGRAM OF STREAM NETWORK
INPUT
LINE (V) ROUTING (--->) DIVERSION OR PUMP FLOW
NO. (.) CONNECTOR (<---) RETURN OF DIVERTED OR PUMPED FLOW
23 WUS95
.
.
42 .-------> DCHD1B
37 DHD01B
.
.
50 .-------> DCHD2B
45 DHD02B
.
.
53 . WML15A
. .
. .
59 . . WSPD1
. . .
. . .
65 . WC1............
. .
. .
69 . . WIRN4
. . .
. . .
75 . . . WMLA1A
. . . .
. . . .
81 . WC2........................
. .
. .
85 . . WGED1B
. . .
. . .
91 . . . WIRN5
. . . .
. . . .
97 . WC3........................
. .
. .
101 . . OFFW
. . .
. . .
106 CHD04B........................
.
.
108 . WPRK7
. .
. .
114 . . WMLA1B
. . .
. . .
120 . . . WMLA2
. . . .
. . . .
126 . . . . WGRC2
. . . . .
. . . . .
132 . WC4....................................
. .
. .
136 . . WMLA3
. . .
. . .
142 . WC5............
. .
. .
145 CHD05B............
.
.
148 . WML16
. .
. .
154 . . WSPD3
. . .
. . .
160 . WC6............
. .
. .
164 . . WL9A
. . .
. . .
170 . . . WL10A
. . . .
. . . .
176 . . . . WSCP4
. . . . .
. . . . .
182 . WC7....................................
. .
. .
186 . . WGC3
. . .
. . .
192 . . . WGRC1A
. . . .
. . . .
198 . . . . WML15B
. . . . .
. . . . .
204 . . . . . WSPD2
. . . . . .
. . . . . .
210 . . . . WC8............
. . . . .
. . . . .
213 . WC9....................................
. .
. .
217 . . OFF14
. . .
. . .
222 CHD06B........................
.
.
225 . 95-9A
. .
. .
231 CHD07B............
.
.
235 . OFF15
. .
. .
241 CHD7B2............
.
.
246 . OFF17B
. .
. .
253 . . OFF17A
. . .
. . .
260 . COFF17............
. .
. .
266 . . ON1
. . .
. . .
272 . . . ON4A
. . . .
. . . .
276 . . C1............
. . .
. . .
281 . . .-------> DIV1
279 . . D1
. . .
. . .
284 . . . ON5
. . . .
. . . .
288 . . C2............
. . .
. . .
293 . . .-------> DIV1A
291 . . D1A
. . .
. . .
296 . . . ON4B
. . . .
. . . .
302 . . . . .<------- DIV1
300 . . . . RET1
. . . . .
. . . . .
303 . . . . . ON6
. . . . . .
. . . . . .
307 . . . . C3............
. . . . .
. . . . .
312 . . . . .-------> DIV1B
310 . . . . D1B
. . . . .
. . . . .
315 . . . . . ON2
. . . . . .
. . . . . .
319 . . . . . . ON3
. . . . . . .
. . . . . . .
323 . . . . . . . ON9
. . . . . . . .
. . . . . . . .
327 . . . . . C4........................
. . . . . .
. . . . . .
332 . . . . . .-------> DIV2
330 . . . . . D2
. . . . . .
. . . . . .
335 . . . . . . ON10
. . . . . . .
. . . . . . .
339 . . . . . C5............
. . . . . .
. . . . . .
344 . . . . . .-------> DIV3
342 . . . . . D3
. . . . . .
. . . . . .
347 . . . . . . ON11
. . . . . . .
. . . . . . .
351 . . . . . C6............
. . . . . .
. . . . . .
356 . . . . . .-------> DIV1C
354 . . . . . D1C
. . . . . .
. . . . . .
359 . . CD1C....................................
. . .
. . .
365 . . .-------> DOFF23
363 . . DRCD1C
. . .
. . .
368 . . . ON8
. . . .
. . . .
374 . . . . .<------- DIV2
372 . . . . RET2
. . . . .
. . . . .
375 . . . C7............
. . . .
. . . .
380 . . . . .<------- DIV3
378 . . . . RET3
. . . . .
. . . . .
381 . . . . . ON7
. . . . . .
. . . . . .
385 . . . C8........................
. . . .
. . . .
390 . . . . .<------- DIV1A
388 . . . . RET1A
. . . . .
. . . . .
393 . . . . . .<------- DIV1B
391 . . . . . RET1B
. . . . . .
. . . . . .
396 . . . . . . .<------- DIV1C
394 . . . . . . RET1C
. . . . . . .
. . . . . . .
397 . . . . C9........................
. . . . .
. . . . .
401 . . . . . ON2D
. . . . . .
. . . . . .
407 . . . . . . ON5D
. . . . . . .
. . . . . . .
411 . . . . . CP1............
. . . . . .
. . . . . .
414 . . . . . . ON3D
. . . . . . .
. . . . . . .
418 . . . . . CP2............
. . . . . .
. . . . . .
421 . . . . . . ON1D
. . . . . . .
. . . . . . .
425 . . . . . . . ON4D
. . . . . . . .
. . . . . . . .
429 . . . . . . CP3............
. . . . . . .
. . . . . . .
432 . . . . . CP4............
. . . . . .
. . . . . .
436 . . CENGCA....................................
. . .
. . .
441 . . . WML9
. . . .
. . . .
447 . . . . WPRK5
. . . . .
. . . . .
453 . . . WC10A............
. . . .
. . . .
457 . . . . WEGL1
. . . . .
. . . . .
463 . . . . . WL4B
. . . . . .
. . . . . .
468 . . . WC10B........................
. . . .
. . . .
471 . . . . WML10
. . . . .
. . . . .
477 . . . . . WEGN3
. . . . . .
. . . . . .
483 . . . . . . WML11
. . . . . . .
. . . . . . .
489 . . . . WC11........................
. . . . .
. . . . .
493 . . . WC12............
. . . .
. . . .
497 . . . . WL6B
. . . . .
. . . . .
503 . . . . . WL7
. . . . . .
. . . . . .
509 . . . . . . WML13
. . . . . . .
. . . . . . .
515 . . . . . . . WEGL2
. . . . . . . .
. . . . . . . .
521 . . . WC13................................................
. . . .
. . . .
525 . . . . WML14
. . . . .
. . . . .
531 . . . . . WL8
. . . . . .
. . . . . .
537 . . . . . . WSKV3
. . . . . . .
. . . . . . .
543 . . . . . . . WSKV4
. . . . . . . .
. . . . . . . .
549 . . . WC14................................................
. . . .
. . . .
553 . . . . WL9B
. . . . .
. . . . .
559 . . . . . WSPD4
. . . . . .
. . . . . .
565 . . . . WC15............
. . . . .
. . . . .
569 . . . . . WL11
. . . . . .
. . . . . .
575 . . . . . . WPRK8
. . . . . . .
. . . . . . .
581 . . . . . . . WPRK9
. . . . . . . .
. . . . . . . .
587 . . . . . . . . WMTL1
. . . . . . . . .
. . . . . . . . .
593 . . . . . WC16....................................
. . . . . .
. . . . . .
597 . . . . . . WEGL3
. . . . . . .
. . . . . . .
603 . . . . . . . WL10B
. . . . . . . .
. . . . . . . .
609 . . . WC17................................................
. . . .
. . . .
613 . . . . WL12
. . . . .
. . . . .
619 . . . . . WGRC1B
. . . . . .
. . . . . .
625 . . . WC18........................
. . . .
. . . .
629 . . CCP4............
. . .
. . .
631 . . . OFF21B
. . . .
. . . .
638 . . COF21B............
. . .
. . .
645 . . . .<------- DOFF23
642 . . . ROFF23
. . . .
. . . .
646 . . . . OFF23
. . . . .
. . . . .
652 . . . COFF23............
. . . .
. . . .
656 . . . . OFFU
. . . . .
. . . . .
661 CPCULV................................................
.
.
663 . NW29-C
. V
. V
669 . RNW29C
. .
. .
676 . . NW71-W
. . .
. . .
682 . CNW71W............
. V
. V
687 . RCNW71-W
. .
. .
694 . . NW71-E
. . .
. . .
700 . CNW71E............
. .
. .
705 . . WGRT1
. . .
. . .
711 95STH........................
.
.
715 . OFF4-1
. V
. V
721 . ROFF41
. .
. .
726 . . OFF4-2
. . .
. . .
732 . COFF42............
. V
. V
736 . RCOFF4-2
. .
. .
741 . . OFF5-1
. . .
. . .
747 . COFF51............
. V
. V
751 . RCOFF5-1
. .
. .
758 . . OFF5-2
. . V
. . V
764 . . ROFF52
. . .
. . .
771 . . . NW1-C
. . . .
. . . .
777 . . CNW1-C............
. . .
. . .
781 . 2CNW1C............
. V
. V
785 . R2CNW1-C
. .
. .
792 . . NW7-C
. . .
. . .
798 . CNW-7............
. V
. V
802 . 157DB
. V
. V
809 . RCNW7C
. .
. .
816 . . NW21-C
. . .
. . .
822 . CNW21C............
. V
. V
825 . RCNW21-C
. .
. .
832 . . NW35-C
. . .
. . .
838 . . . WPRK10
. . . .
. . . .
844 . CNW35C........................
. .
. .
847 . . WOFF1
. . .
. . .
853 . . . WOFF11
. . . .
. . . .
859 . . . . WOFF2
. . . . .
. . . . .
864 . . . . . WOFF3
. . . . . .
. . . . . .
869 . . CP1....................................
. . .
. . .
872 . . . WOFF4
. . . .
. . . .
877 . . . . WOFF5
. . . . .
. . . . .
882 . . . . . WOFF6
. . . . . .
. . . . . .
887 . . . . . . WPF1B
. . . . . . .
. . . . . . .
893 . . DB1................................................
. . V
. . V
896 . . RDB1
. . .
. . .
903 . . . WSHP3
. . . .
. . . .
909 . . . . WPF2
. . . . .
. . . . .
915 . . WC19........................
. . .
. . .
919 . . . WPF5
. . . .
. . . .
925 . . . . WML2
. . . . .
. . . . .
931 . . . . . WSHA5
. . . . . .
. . . . . .
937 . . . WC20........................
. . . .
. . . .
941 . . . . WARR4
. . . . .
. . . . .
947 . . . . . WPF4
. . . . . .
. . . . . .
952 . . . . . . WSHA4
. . . . . . .
. . . . . . .
957 . . WC21................................................
. . .
. . .
960 . . . WL4A
. . . .
. . . .
966 . . . . WL5A
. . . . .
. . . . .
972 . . . . . WL5B
. . . . . .
. . . . . .
977 . . . WC22A........................
. . . .
. . . .
979 . . . . WPRK4
. . . . .
. . . . .
985 . . . . . WARR5
. . . . . .
. . . . . .
991 . . WC22....................................
. . .
. . .
994 . . . WML8
. . . .
. . . .
1000 . . . . WPF6
. . . . .
. . . . .
1006 . . . . . WEGN1
. . . . . .
. . . . . .
1012 . . . . . . WEGN2
. . . . . . .
. . . . . . .
1018 . . WC23................................................
. . .
. . .
1022 . . . WARR6
. . . .
. . . .
1028 . . . . WPF7
. . . . .
. . . . .
1034 . . . . . WL6A
. . . . . .
. . . . . .
1040 . . WC24....................................
. . .
. . .
1044 . . . WSCP2
. . . .
. . . .
1050 . . . . WPRK3
. . . . .
. . . . .
1056 . . . WC25............
. . . .
. . . .
1059 . . . . WPRK6
. . . . .
. . . . .
1065 . . . . . WSCP3
. . . . . .
. . . . . .
1071 . . WC26....................................
. . .
. . .
1075 . . . WML7
. . . .
. . . .
1081 . . . . WSKV2
. . . . .
. . . . .
1087 . . WC27........................
. . .
. . .
1091 . . . WL1B
. . . .
. . . .
1097 . . . . WARR1
. . . . .
. . . . .
1103 . . . . . WSHP2
. . . . . .
. . . . . .
1109 . . . WC28........................
. . . .
. . . .
1113 . . . . WPF3
. . . . .
. . . . .
1118 . . . . . WSHA3A
. . . . . .
. . . . . .
1123 . . . . WC29............
. . . . .
. . . . .
1125 . . . . . WSCH2
. . . . . .
. . . . . .
1130 . . . . . . WSHA3B
. . . . . . .
. . . . . . .
1135 . . . . WC30........................
. . . . .
. . . . .
1137 . . . . . WSCP1
. . . . . .
. . . . . .
1142 . . . . WC31............
. . . . .
. . . . .
1144 . . . . . WML1
. . . . . .
. . . . . .
1150 . . . . . . WSHA2
. . . . . . .
. . . . . . .
1156 . . . . WC32........................
. . . . .
. . . . .
1158 . . . . . WARR2
. . . . . .
. . . . . .
1164 . . . WC33........................
. . . .
. . . .
1166 . . . . WARR3
. . . . .
. . . . .
1172 . . . . . WML5
. . . . . .
. . . . . .
1178 . . . . . . WML6
. . . . . . .
. . . . . . .
1184 . . . WC34....................................
. . . .
. . . .
1188 . . WC35............
. . .
. . .
1192 . . . WL2
. . . .
. . . .
1198 . . . . WPRK2
. . . . .
. . . . .
1204 . . . WC36............
. . . .
. . . .
1208 . . . . WSKV1B
. . . . .
. . . . .
1214 . . . . . WL3
. . . . . .
. . . . . .
1220 . . WC37....................................
. . .
. . .
1224 . . . WOFF7
. . . .
. . . .
1229 . . . . WOFF8
. . . . .
. . . . .
1234 . . . CP2............
. . . .
. . . .
1237 . . . . WOFF9
. . . . .
. . . . .
1242 . . . . . WOFF10
. . . . . .
. . . . . .
1247 . . . . . . WPF1A
. . . . . . .
. . . . . . .
1253 . . . DB2....................................
. . . V
. . . V
1256 . . . RDB2
. . . .
. . . .
1263 . . . . WPRK1
. . . . .
. . . . .
1269 . . . . . WIRN1
. . . . . .
. . . . . .
1275 . . . . . . WL1A
. . . . . . .
. . . . . . .
1281 . . . WC38....................................
. . . .
. . . .
1285 . . . . WSHP1
. . . . .
. . . . .
1291 . . . WC39............
. . . .
. . . .
1295 . . . . WIRN2
. . . . .
. . . . .
1301 . . . . . WSCH1
. . . . . .
. . . . . .
1307 . . . . . . WSHA1
. . . . . . .
. . . . . . .
1313 . . . . . WC40............
. . . . . .
. . . . . .
1317 . . . . . . WML3
. . . . . . .
. . . . . . .
1323 . . . WC41....................................
. . . .
. . . .
1327 . . . . WIRN3
. . . . .
. . . . .
1333 . . . . . WML4
. . . . . .
. . . . . .
1339 . . . WC42........................
. . . .
. . . .
1343 . . WC43............
. . .
. . .
1347 . . . WSKV1A
. . . .
. . . .
1353 . . WC44A............
. . .
. . .
1357 . . . WGC2
. . . .
. . . .
1363 . . . . WOSO1
. . . . .
. . . . .
1369 . . . . . WGED1A
. . . . . .
. . . . . .
1375 . WC44B................................................
. .
. .
1379 . . NW50-C
. . .
. . .
1385 . . . WGC1
. . . .
. . . .
1391 . . WC44C............
. . .
. . .
1396 . . . .<------- DCHD1B
1393 . . . RETC1B
. . . .
. . . .
1397 . . . . EUS95
. . . . .
. . . . .
1403 . . . . . 95-4A
. . . . . .
. . . . . .
1409 . . . . . . 95-4B
. . . . . . .
. . . . . . .
1415 . EC1............................................................
. .
. .
1418 . . ELOG1
. . .
. . .
1424 . . . EPRK2
. . . .
. . . .
1430 . EC2........................
. .
. .
1434 . . EAA1B
. . .
. . .
1440 . . . ETP1B
. . . .
. . . .
1446 . . EC3............
. . .
. . .
1450 . . . ESKY1
. . . .
. . . .
1456 . . . . EPF1
. . . . .
. . . . .
1462 . . . EC4............
. . . .
. . . .
1466 . . . . ETP2
. . . . .
. . . . .
1472 . . . . . EMLA1
. . . . . .
. . . . . .
1478 . . EC5....................................
. . .
. . .
1482 . EC6............
. .
. .
1486 . . EL1
. . .
. . .
1492 . . . ELOG2
. . . .
. . . .
1498 . EC7........................
. .
. .
1502 . . EL5A
. . .
. . .
1508 . . . ELOG3
. . . .
. . . .
1514 . . . . EPRK1
. . . . .
. . . . .
1520 . EC8....................................
. .
. .
1527 . . .<------- DCHD2B
1524 . . RETC2B
. . .
. . .
1528 . . . 95-5A
. . . .
. . . .
1534 . . . . 95-5B
. . . . .
. . . . .
1540 . . . . . 95-6A
. . . . . .
. . . . . .
1546 . . . . . . 95-6B
. . . . . . .
. . . . . . .
1552 . . EC9A................................................
. . .
. . .
1554 . . . EML3A
. . . .
. . . .
1560 . . . . ETP4
. . . . .
. . . . .
1566 . . EC9B........................
. . .
. . .
1569 . . . EIRN1
. . . .
. . . .
1575 . . . . ES1
. . . . .
. . . . .
1581 . . EC10........................
. . .
. . .
1589 . . .-------> IREAST
1585 . . FTNOR
. . .
. . .
1592 . . . EL6
. . . .
. . . .
1598 . . . . EFA4
. . . . .
. . . . .
1604 . . EC11........................
. . .
. . .
1608 . . . EGC1
. . . .
. . . .
1614 . . . . ETP3
. . . . .
. . . . .
1620 . . . EC12............
. . . .
. . . .
1624 . . . . EL3
. . . . .
. . . . .
1630 . . . . . EOHR2
. . . . . .
. . . . . .
1636 . . . . . . EPRK3
. . . . . . .
. . . . . . .
1642 . . . EC13....................................
. . . .
. . . .
1646 . . . . EL4
. . . . .
. . . . .
1652 . . . . . EL2
. . . . . .
. . . . . .
1658 . . . . . . EOHR1
. . . . . . .
. . . . . . .
1664 . . . EC14....................................
. . . .
. . . .
1668 . . EC15............
. . .
. . .
1672 . . .-------> OHARE
1670 . . RFTLC
. . .
. . .
1675 . . . EFA3
. . . .
. . . .
1681 . . . . EL5B
. . . . .
. . . . .
1687 . . EC16........................
. . .
. . .
1690 . . . EFA2
. . . .
. . . .
1696 . . . . EAA2
. . . . .
. . . . .
1702 . . . EC17............
. . . .
. . . .
1706 . EC18........................
. .
. .
1710 . . NW102-C
. . .
. . .
1715 . LOGDB............
. V
. V
1717 . DB-OFF
. .
. .
1724 . . NW129-C
. . .
. . .
1729 . CNW129............
. .
. .
1733 . .-------> DBRDB
1731 . RTULE
. .
. .
1736 . . NW116-C
. . V
. . V
1741 . . RNW116-C
. . .
. . .
1744 . . . NW128
. . . .
. . . .
1749 . CNW128........................
. .
. .
1752 . . NW130-E
. . V
. . V
1757 . . RNW130-E
. . .
. . .
1763 . . . NW148-C
. . . .
. . . .
1768 . CNW148-C........................
. V
. V
1772 . RCW148-C
. .
. .
1778 . . NW157
. . .
. . .
1783 . CTULEDB............
. V
. V
1786 . TULEDB
. .
. .
1806 . . NW147-E
. . .
. . .
1811 . CNW147E............
. V
. V
1815 . RCW147E
. .
. .
1821 . . NW115-C
. . .
. . .
1828 . . . .<------- DBRDB
1826 . . . RBRDB
. . . .
. . . .
1829 . . CNW115-C............
. . V
. . V
1831 . . RCW115-C
. . .
. . .
1839 . . . .<------- IREAST
1837 . . . IREAST
. . . V
. . . V
1840 . . . RDW96-C
. . . V
. . . V
1844 . . . R2DW96-C
. . . .
. . . .
1850 . . . . NW96-C
. . . . .
. . . . .
1856 . . CNW96-C........................
. . .
. . .
1861 . . . NW75-C
. . . .
. . . .
1874 . . . .-------> DNW111S
1867 . . . DNW75-C
. . . V
. . . V
1877 . . . RDW75-C
. . . .
. . . .
1881 . . 2CNW96-C............
. . V
. . V
1885 . . R2CW96-C
. . .
. . .
1891 . . . NW113-C
. . . .
. . . .
1896 . . CNW113-C............
. . V
. . V
1899 . . RCW113-C
. . .
. . .
1905 . . . NW114-C
. . . V
. . . V
1910 . . . RNW114-C
. . . .
. . . .
1914 . . . . NW147W
. . . . .
. . . . .
1919 . . CNW147W........................
. . .
. . .
1922 . . . NW144W
. . . .
. . . .
1927 . . CNW144W............
. . .
. . .
1932 . . . .<------- DNW111S
1930 . . . DNW111S
. . . V
. . . V
1933 . . . RDNW111S
. . . .
. . . .
1939 . . . . NW111S
. . . . .
. . . . .
1944 . . . CNW111S............
. . . V
. . . V
1947 . . . RNW111S
. . . .
. . . .
1953 . . . . NW111N
. . . . .
. . . . .
1958 . . . CNW111N............
. . . .
. . . .
1961 . . CBRDB............
. . V
. . V
1964 . . BRDB
. . V
. . V
1987 . . RBRDB
. . .
. . .
1993 . . . NW144E
. . . .
. . . .
1998 . . CNW144E............
. . .
. . .
2001 . 2CW144E............
. V
. V
2004 . RCW144E
. .
. .
2010 . . NW155-C
. . .
. . .
2015 . CNW155-C............
. V
. V
2019 . RCW155-C
. .
. .
2025 . . NW165
. . V
. . V
2030 . . RNW165
. . .
. . .
2034 . . . NW164
. . . .
. . . .
2039 . . CNW164............
. . V
. . V
2042 . . RCNW164
. . .
. . .
2046 . . . NW163-C
. . . .
. . . .
2051 . CNW163-C........................
(***) 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 22NOV16 TIME 08:29:08 * * (916) 756-1104 *
* * * *
***************************************** ***************************************
SLATER HANIFAN GROUP
OLYMPIA COMPANIES
SKYE CANYON
MASTER DRAINAGE STUDY 2016 - CCRFCD RTC
ULTIMATE DRAINAGE CONDITION - IMPACT TO SILVERSTONE RFCD FACILITIES
RETURN PERIOD ------- 100-YEAR
DISTRIBUTION -------- 6-HOUR SDN4
PROJECT NO. --------- OLY1603.000
FILENAME ------------ Ultimate4-Silverstone.H1
DATE ---------------- November 2016
MODELED BY ---------- SMJ
SIX HOUR DEPTH-AREA REDUCTION FACTORS
DRAINAGE AREA (MI^2) DARF
8.0-9.99 0.88
10.0-12.0 0.86
20 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 500 NUMBER OF HYDROGRAPH ORDINATES
NDDATE 2 0 ENDING DATE
NDTIME 1735 ENDING TIME
ICENT 19 CENTURY MARK
COMPUTATION INTERVAL .08 HOURS
TOTAL TIME BASE 41.58 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
.88 .86
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
.88 .86
HYDROGRAPH AT
+ WUS95 .01 1 FLOW 21. 20.
TIME 3.50 3.50
DIVERSION TO
+ DCHD1B .01 1 FLOW 19. 18.
TIME 3.50 3.50
HYDROGRAPH AT
+ DHD01B .01 1 FLOW 2. 2.
TIME 3.50 3.50
DIVERSION TO
+ DCHD2B .01 1 FLOW 2. 2.
TIME 3.50 3.50
HYDROGRAPH AT
+ DHD02B .01 1 FLOW 0. 0.
TIME 3.50 3.50
HYDROGRAPH AT
+ WML15A .02 1 FLOW 30. 29.
TIME 3.50 3.50
HYDROGRAPH AT
+ WSPD1 .00 1 FLOW 2. 2.
TIME 3.50 3.50
2 COMBINED AT
+ WC1 .02 1 FLOW 32. 31.
TIME 3.50 3.50
HYDROGRAPH AT
+ WIRN4 .00 1 FLOW 7. 7.
TIME 3.50 3.50
HYDROGRAPH AT
+ WMLA1A .01 1 FLOW 15. 15.
TIME 3.50 3.50
3 COMBINED AT
+ WC2 .03 1 FLOW 54. 52.
TIME 3.50 3.50
HYDROGRAPH AT
+ WGED1B .02 1 FLOW 24. 24.
TIME 3.50 3.50
HYDROGRAPH AT
+ WIRN5 .00 1 FLOW 2. 2.
TIME 3.50 3.50
3 COMBINED AT
+ WC3 .05 1 FLOW 80. 78.
TIME 3.50 3.50
HYDROGRAPH AT
+ OFFW .01 1 FLOW 16. 15.
TIME 3.50 3.50
3 COMBINED AT
+ CHD04B .08 1 FLOW 96. 93.
TIME 3.50 3.50
HYDROGRAPH AT
+ WPRK7 .00 1 FLOW 4. 4.
TIME 3.58 3.58
HYDROGRAPH AT
+ WMLA1B .02 1 FLOW 27. 26.
TIME 3.50 3.50
HYDROGRAPH AT
+ WMLA2 .05 1 FLOW 64. 62.
TIME 3.58 3.58
HYDROGRAPH AT
+ WGRC2 .00 1 FLOW 7. 7.
TIME 3.50 3.50
4 COMBINED AT
+ WC4 .08 1 FLOW 99. 96.
TIME 3.50 3.50
HYDROGRAPH AT
+ WMLA3 .02 1 FLOW 26. 25.
TIME 3.50 3.50
2 COMBINED AT
+ WC5 .09 1 FLOW 125. 122.
TIME 3.50 3.50
2 COMBINED AT
+ CHD05B .17 1 FLOW 220. 215.
TIME 3.50 3.50
HYDROGRAPH AT
+ WML16 .03 1 FLOW 47. 46.
TIME 3.50 3.50
HYDROGRAPH AT
+ WSPD3 .00 1 FLOW 2. 2.
TIME 3.50 3.50
2 COMBINED AT
+ WC6 .04 1 FLOW 50. 48.
TIME 3.50 3.50
HYDROGRAPH AT
+ WL9A .03 1 FLOW 35. 34.
TIME 3.50 3.50
HYDROGRAPH AT
+ WL10A .03 1 FLOW 33. 32.
TIME 3.58 3.58
HYDROGRAPH AT
+ WSCP4 .01 1 FLOW 19. 18.
TIME 3.50 3.50
4 COMBINED AT
+ WC7 .10 1 FLOW 136. 132.
TIME 3.50 3.50
HYDROGRAPH AT
+ WGC3 .05 1 FLOW 70. 68.
TIME 3.50 3.50
HYDROGRAPH AT
+ WGRC1A .00 1 FLOW 3. 3.
TIME 3.50 3.50
HYDROGRAPH AT
+ WML15B .02 1 FLOW 25. 25.
TIME 3.50 3.50
HYDROGRAPH AT
+ WSPD2 .00 1 FLOW 2. 2.
TIME 3.50 3.50
2 COMBINED AT
+ WC8 .02 1 FLOW 27. 27.
TIME 3.50 3.50
4 COMBINED AT
+ WC9 .17 1 FLOW 236. 230.
TIME 3.50 3.50
HYDROGRAPH AT
+ OFF14 .01 1 FLOW 19. 19.
TIME 3.50 3.50
3 COMBINED AT
+ CHD06B .36 1 FLOW 475. 463.
TIME 3.50 3.50
HYDROGRAPH AT
+ 95-9A .01 1 FLOW 15. 15.
TIME 3.50 3.50
2 COMBINED AT
+ CHD07B .37 1 FLOW 490. 478.
TIME 3.50 3.50
HYDROGRAPH AT
+ OFF15 .03 1 FLOW 46. 45.
TIME 3.50 3.50
2 COMBINED AT
+ CHD7B2 .40 1 FLOW 536. 522.
TIME 3.50 3.50
HYDROGRAPH AT
+ OFF17B .01 1 FLOW 11. 11.
TIME 3.50 3.50
HYDROGRAPH AT
+ OFF17A .03 1 FLOW 37. 36.
TIME 3.50 3.50
2 COMBINED AT
+ COFF17 .04 1 FLOW 48. 47.
TIME 3.50 3.50
HYDROGRAPH AT
+ ON1 .00 1 FLOW 6. 5.
TIME 3.50 3.50
HYDROGRAPH AT
+ ON4A .00 1 FLOW 6. 6.
TIME 3.50 3.50
2 COMBINED AT
+ C1 .01 1 FLOW 12. 11.
TIME 3.50 3.50
DIVERSION TO
+ DIV1 .01 1 FLOW 9. 9.
TIME 3.50 3.50
HYDROGRAPH AT
+ D1 .01 1 FLOW 2. 2.
TIME 3.50 3.50
HYDROGRAPH AT
+ ON5 .01 1 FLOW 7. 7.
TIME 3.50 3.50
2 COMBINED AT
+ C2 .01 1 FLOW 9. 9.
TIME 3.50 3.50
DIVERSION TO
+ DIV1A .01 1 FLOW 9. 9.
TIME 3.50 3.50
HYDROGRAPH AT
+ D1A .01 1 FLOW 0. 0.
TIME .00 .00
HYDROGRAPH AT
+ ON4B .00 1 FLOW 4. 4.
TIME 3.50 3.50
HYDROGRAPH AT
+ RET1 .00 1 FLOW 9. 9.
TIME 3.50 3.50
HYDROGRAPH AT
+ ON6 .00 1 FLOW 5. 5.
TIME 3.50 3.50
2 COMBINED AT
+ C3 .00 1 FLOW 15. 14.
TIME 3.50 3.50
DIVERSION TO
+ DIV1B .00 1 FLOW 15. 14.
TIME 3.50 3.50
HYDROGRAPH AT
+ D1B .00 1 FLOW 0. 0.
TIME .00 .00
HYDROGRAPH AT
+ ON2 .00 1 FLOW 7. 7.
TIME 3.50 3.50
HYDROGRAPH AT
+ ON3 .01 1 FLOW 9. 8.
TIME 3.50 3.50
HYDROGRAPH AT
+ ON9 .00 1 FLOW 6. 6.
TIME 3.50 3.50
3 COMBINED AT
+ C4 .02 1 FLOW 21. 20.
TIME 3.50 3.50
DIVERSION TO
+ DIV2 .02 1 FLOW 17. 17.
TIME 3.50 3.50
HYDROGRAPH AT
+ D2 .02 1 FLOW 4. 4.
TIME 3.50 3.50
HYDROGRAPH AT
+ ON10 .00 1 FLOW 3. 3.
TIME 3.50 3.50
2 COMBINED AT
+ C5 .02 1 FLOW 7. 7.
TIME 3.50 3.50
DIVERSION TO
+ DIV3 .02 1 FLOW 6. 6.
TIME 3.50 3.50
HYDROGRAPH AT
+ D3 .02 1 FLOW 1. 1.
TIME 3.50 3.50
HYDROGRAPH AT
+ ON11 .00 1 FLOW 4. 3.
TIME 3.50 3.50
2 COMBINED AT
+ C6 .02 1 FLOW 5. 5.
TIME 3.50 3.50
DIVERSION TO
+ DIV1C .02 1 FLOW 5. 5.
TIME 3.50 3.50
HYDROGRAPH AT
+ D1C .02 1 FLOW 0. 0.
TIME .00 .00
4 COMBINED AT
+ CD1C .04 1 FLOW 4. 4.
TIME 3.50 3.50
DIVERSION TO
+ DOFF23 .04 1 FLOW 4. 4.
TIME 3.50 3.50
HYDROGRAPH AT
+ DRCD1C .04 1 FLOW 0. 0.
TIME .00 .00
HYDROGRAPH AT
+ ON8 .00 1 FLOW 4. 4.
TIME 3.50 3.50
HYDROGRAPH AT
+ RET2 .00 1 FLOW 17. 17.
TIME 3.50 3.50
2 COMBINED AT
+ C7 .00 1 FLOW 22. 21.
TIME 3.50 3.50
HYDROGRAPH AT
+ RET3 .00 1 FLOW 6. 6.
TIME 3.50 3.50
HYDROGRAPH AT
+ ON7 .01 1 FLOW 10. 10.
TIME 3.50 3.50
3 COMBINED AT
+ C8 .01 1 FLOW 37. 36.
TIME 3.50 3.50
HYDROGRAPH AT
+ RET1A .00 1 FLOW 9. 9.
TIME 3.50 3.50
HYDROGRAPH AT
+ RET1B .00 1 FLOW 15. 14.
TIME 3.50 3.50
HYDROGRAPH AT
+ RET1C .00 1 FLOW 5. 5.
TIME 3.50 3.50
3 COMBINED AT
+ C9 .00 1 FLOW 29. 28.
TIME 3.50 3.50
HYDROGRAPH AT
+ ON2D .01 1 FLOW 15. 15.
TIME 3.50 3.50
HYDROGRAPH AT
+ ON5D .00 1 FLOW 6. 6.
TIME 3.50 3.50
2 COMBINED AT
+ CP1 .01 1 FLOW 22. 21.
TIME 3.50 3.50
HYDROGRAPH AT
+ ON3D .00 1 FLOW 5. 5.
TIME 3.50 3.50
2 COMBINED AT
+ CP2 .02 1 FLOW 27. 26.
TIME 3.50 3.50
HYDROGRAPH AT
+ ON1D .01 1 FLOW 12. 11.
TIME 3.50 3.50
HYDROGRAPH AT
+ ON4D .00 1 FLOW 6. 6.
TIME 3.50 3.50
2 COMBINED AT
+ CP3 .01 1 FLOW 18. 17.
TIME 3.50 3.50
2 COMBINED AT
+ CP4 .03 1 FLOW 45. 43.
TIME 3.50 3.50
4 COMBINED AT
+ CENGCA .08 1 FLOW 111. 108.
TIME 3.50 3.50
HYDROGRAPH AT
+ WML9 .03 1 FLOW 41. 40.
TIME 3.50 3.50
HYDROGRAPH AT
+ WPRK5 .00 1 FLOW 4. 3.
TIME 3.50 3.50
2 COMBINED AT
+ WC10A .03 1 FLOW 44. 43.
TIME 3.50 3.50
HYDROGRAPH AT
+ WEGL1 .01 1 FLOW 9. 9.
TIME 3.50 3.50
HYDROGRAPH AT
+ WL4B .01 1 FLOW 20. 19.
TIME 3.50 3.50
3 COMBINED AT
+ WC10B .05 1 FLOW 72. 71.
TIME 3.50 3.50
HYDROGRAPH AT
+ WML10 .02 1 FLOW 28. 27.
TIME 3.50 3.50
HYDROGRAPH AT
+ WEGN3 .01 1 FLOW 7. 7.
TIME 3.58 3.58
HYDROGRAPH AT
+ WML11 .04 1 FLOW 58. 56.
TIME 3.58 3.58
3 COMBINED AT
+ WC11 .07 1 FLOW 93. 90.
TIME 3.50 3.50
2 COMBINED AT
+ WC12 .12 1 FLOW 165. 161.
TIME 3.50 3.50
HYDROGRAPH AT
+ WL6B .02 1 FLOW 22. 21.
TIME 3.50 3.50
HYDROGRAPH AT
+ WL7 .02 1 FLOW 25. 24.
TIME 3.50 3.50
HYDROGRAPH AT
+ WML13 .03 1 FLOW 36. 35.
TIME 3.50 3.50
HYDROGRAPH AT
+ WEGL2 .01 1 FLOW 9. 9.
TIME 3.50 3.50
5 COMBINED AT
+ WC13 .18 1 FLOW 257. 250.
TIME 3.50 3.50
HYDROGRAPH AT
+ WML14 .03 1 FLOW 43. 42.
TIME 3.50 3.50
HYDROGRAPH AT
+ WL8 .03 1 FLOW 34. 34.
TIME 3.58 3.58
HYDROGRAPH AT
+ WSKV3 .01 1 FLOW 10. 10.
TIME 3.50 3.50
HYDROGRAPH AT
+ WSKV4 .01 1 FLOW 11. 11.
TIME 3.50 3.50
5 COMBINED AT
+ WC14 .25 1 FLOW 355. 346.
TIME 3.50 3.50
HYDROGRAPH AT
+ WL9B .02 1 FLOW 28. 27.
TIME 3.50 3.50
HYDROGRAPH AT
+ WSPD4 .00 1 FLOW 6. 6.
TIME 3.50 3.50
2 COMBINED AT
+ WC15 .03 1 FLOW 34. 33.
TIME 3.50 3.50
HYDROGRAPH AT
+ WL11 .06 1 FLOW 71. 69.
TIME 3.58 3.58
HYDROGRAPH AT
+ WPRK8 .00 1 FLOW 3. 3.
TIME 3.50 3.50
HYDROGRAPH AT
+ WPRK9 .00 1 FLOW 1. 1.
TIME 3.50 3.50
HYDROGRAPH AT
+ WMTL1 .00 1 FLOW 3. 3.
TIME 3.50 3.50
4 COMBINED AT
+ WC16 .06 1 FLOW 75. 73.
TIME 3.58 3.58
HYDROGRAPH AT
+ WEGL3 .01 1 FLOW 12. 12.
TIME 3.50 3.50
HYDROGRAPH AT
+ WL10B .03 1 FLOW 35. 34.
TIME 3.58 3.58
5 COMBINED AT
+ WC17 .38 1 FLOW 508. 495.
TIME 3.50 3.50
HYDROGRAPH AT
+ WL12 .05 1 FLOW 60. 59.
TIME 3.50 3.50
HYDROGRAPH AT
+ WGRC1B .00 1 FLOW 7. 7.
TIME 3.58 3.58
3 COMBINED AT
+ WC18 .43 1 FLOW 575. 560.
TIME 3.50 3.50
2 COMBINED AT
+ CCP4 .51 1 FLOW 686. 667.
TIME 3.50 3.50
HYDROGRAPH AT
+ OFF21B .04 1 FLOW 55. 53.
TIME 3.50 3.50
2 COMBINED AT
+ COF21B .55 1 FLOW 741. 720.
TIME 3.50 3.50
HYDROGRAPH AT
+ ROFF23 .00 1 FLOW 4. 4.
TIME 3.50 3.50
HYDROGRAPH AT
+ OFF23 .01 1 FLOW 12. 12.
TIME 3.50 3.50
2 COMBINED AT
+ COFF23 .01 1 FLOW 16. 16.
TIME 3.50 3.50
HYDROGRAPH AT
+ OFFU .04 1 FLOW 54. 53.
TIME 3.50 3.50
5 COMBINED AT
+ CPCULV 1.05 1 FLOW 1395. 1358.
TIME 3.50 3.50
HYDROGRAPH AT
+ NW29-C .13 1 FLOW 146. 142.
TIME 3.58 3.58
ROUTED TO
+ RNW29C .13 1 FLOW 143. 139.
TIME 3.67 3.67
HYDROGRAPH AT
+ NW71-W .10 1 FLOW 114. 111.
TIME 3.58 3.58
2 COMBINED AT
+ CNW71W .24 1 FLOW 255. 247.
TIME 3.58 3.58
ROUTED TO
+ RCNW71-W .24 1 FLOW 254. 246.
TIME 3.67 3.67
HYDROGRAPH AT
+ NW71-E .24 1 FLOW 184. 177.
TIME 3.67 3.67
2 COMBINED AT
+ CNW71E .47 1 FLOW 437. 424.
TIME 3.67 3.67
HYDROGRAPH AT
+ WGRT1 .02 1 FLOW 22. 22.
TIME 3.67 3.67
3 COMBINED AT
+ 95STH 1.54 1 FLOW 1715. 1667.
TIME 3.50 3.50
HYDROGRAPH AT
+ OFF4-1 .30 1 FLOW 281. 272.
TIME 3.67 3.67
ROUTED TO
+ ROFF41 .30 1 FLOW 285. 276.
TIME 3.83 3.83
HYDROGRAPH AT
+ OFF4-2 .42 1 FLOW 479. 463.
TIME 3.58 3.58
2 COMBINED AT
+ COFF42 .72 1 FLOW 629. 606.
TIME 3.58 3.58
ROUTED TO
+ RCOFF4-2 .72 1 FLOW 610. 591.
TIME 3.67 3.67
HYDROGRAPH AT
+ OFF5-1 .30 1 FLOW 260. 251.
TIME 3.67 3.67
2 COMBINED AT
+ COFF51 1.02 1 FLOW 870. 842.
TIME 3.67 3.67
ROUTED TO
+ RCOFF5-1 1.02 1 FLOW 855. 822.
TIME 3.67 3.67
HYDROGRAPH AT
+ OFF5-2 .40 1 FLOW 329. 318.
TIME 3.75 3.75
ROUTED TO
+ ROFF52 .40 1 FLOW 326. 315.
TIME 3.75 3.75
HYDROGRAPH AT
+ NW1-C .29 1 FLOW 229. 221.
TIME 3.67 3.67
2 COMBINED AT
+ CNW1-C .69 1 FLOW 543. 525.
TIME 3.75 3.75
2 COMBINED AT
+ 2CNW1C 1.70 1 FLOW 1394. 1342.
TIME 3.67 3.67
ROUTED TO
+ R2CNW1-C 1.70 1 FLOW 1376. 1328.
TIME 3.75 3.75
HYDROGRAPH AT
+ NW7-C .49 1 FLOW 356. 344.
TIME 3.75 3.75
2 COMBINED AT
+ CNW-7 2.19 1 FLOW 1732. 1672.
TIME 3.75 3.75
ROUTED TO
+ 157DB 2.19 1 FLOW 915. 887.
TIME 4.17 4.17
** PEAK STAGES IN FEET **
1 STAGE 4.15 4.01
TIME 4.17 4.17
ROUTED TO
+ RCNW7C 2.19 1 FLOW 913. 884.
TIME 4.17 4.17
HYDROGRAPH AT
+ NW21-C .16 1 FLOW 176. 171.
TIME 3.58 3.58
2 COMBINED AT
+ CNW21C 2.35 1 FLOW 954. 924.
TIME 4.17 4.17
ROUTED TO
+ RCNW21-C 2.35 1 FLOW 954. 923.
TIME 4.17 4.17
HYDROGRAPH AT
+ NW35-C .34 1 FLOW 306. 296.
TIME 3.67 3.67
HYDROGRAPH AT
+ WPRK10 .02 1 FLOW 13. 12.
TIME 3.58 3.58
3 COMBINED AT
+ CNW35C 2.71 1 FLOW 1100. 1061.
TIME 4.08 4.08
HYDROGRAPH AT
+ WOFF1 .41 1 FLOW 286. 276.
TIME 3.75 3.75
HYDROGRAPH AT
+ WOFF11 .03 1 FLOW 40. 39.
TIME 3.50 3.50
HYDROGRAPH AT
+ WOFF2 .04 1 FLOW 34. 33.
TIME 3.58 3.58
HYDROGRAPH AT
+ WOFF3 .03 1 FLOW 27. 26.
TIME 3.50 3.50
4 COMBINED AT
+ CP1 .50 1 FLOW 338. 326.
TIME 3.75 3.75
HYDROGRAPH AT
+ WOFF4 .06 1 FLOW 59. 57.
TIME 3.58 3.58
HYDROGRAPH AT
+ WOFF5 .26 1 FLOW 168. 162.
TIME 3.83 3.83
HYDROGRAPH AT
+ WOFF6 .04 1 FLOW 41. 39.
TIME 3.58 3.58
HYDROGRAPH AT
+ WPF1B .03 1 FLOW 46. 45.
TIME 3.50 3.50
5 COMBINED AT
+ DB1 .88 1 FLOW 573. 554.
TIME 3.67 3.67
ROUTED TO
+ RDB1 .88 1 FLOW 67. 66.
TIME 5.58 5.58
** PEAK STAGES IN FEET **
1 STAGE 3033.17 3032.88
TIME 5.58 5.58
HYDROGRAPH AT
+ WSHP3 .02 1 FLOW 23. 22.
TIME 3.50 3.50
HYDROGRAPH AT
+ WPF2 .00 1 FLOW 8. 7.
TIME 3.50 3.50
3 COMBINED AT
+ WC19 .90 1 FLOW 83. 82.
TIME 3.50 3.50
HYDROGRAPH AT
+ WPF5 .00 1 FLOW 1. 1.
TIME 3.50 3.50
HYDROGRAPH AT
+ WML2 .04 1 FLOW 56. 55.
TIME 3.58 3.58
HYDROGRAPH AT
+ WSHA5 .00 1 FLOW 6. 6.
TIME 3.50 3.50
3 COMBINED AT
+ WC20 .05 1 FLOW 62. 60.
TIME 3.58 3.58
HYDROGRAPH AT
+ WARR4 .00 1 FLOW 2. 2.
TIME 3.50 3.50
HYDROGRAPH AT
+ WPF4 .01 1 FLOW 14. 13.
TIME 3.50 3.50
HYDROGRAPH AT
+ WSHA4 .00 1 FLOW 4. 4.
TIME 3.50 3.50
5 COMBINED AT
+ WC21 .96 1 FLOW 163. 160.
TIME 3.50 3.50
HYDROGRAPH AT
+ WL4A .01 1 FLOW 17. 16.
TIME 3.50 3.50
HYDROGRAPH AT
+ WL5A .02 1 FLOW 23. 23.
TIME 3.50 3.50
HYDROGRAPH AT
+ WL5B .01 1 FLOW 8. 8.
TIME 3.50 3.50
3 COMBINED AT
+ WC22A .04 1 FLOW 48. 47.
TIME 3.50 3.50
HYDROGRAPH AT
+ WPRK4 .00 1 FLOW 2. 2.
TIME 3.50 3.50
HYDROGRAPH AT
+ WARR5 .01 1 FLOW 13. 12.
TIME 3.50 3.50
4 COMBINED AT
+ WC22 1.01 1 FLOW 226. 221.
TIME 3.50 3.50
HYDROGRAPH AT
+ WML8 .02 1 FLOW 25. 24.
TIME 3.50 3.50
HYDROGRAPH AT
+ WPF6 .00 1 FLOW 3. 3.
TIME 3.50 3.50
HYDROGRAPH AT
+ WEGN1 .00 1 FLOW 1. 1.
TIME 3.50 3.50
HYDROGRAPH AT
+ WEGN2 .00 1 FLOW 1. 1.
TIME 3.50 3.50
5 COMBINED AT
+ WC23 1.03 1 FLOW 256. 250.
TIME 3.50 3.50
HYDROGRAPH AT
+ WARR6 .00 1 FLOW 4. 4.
TIME 3.50 3.50
HYDROGRAPH AT
+ WPF7 .01 1 FLOW 10. 10.
TIME 3.50 3.50
HYDROGRAPH AT
+ WL6A .01 1 FLOW 13. 13.
TIME 3.50 3.50
4 COMBINED AT
+ WC24 1.05 1 FLOW 285. 278.
TIME 3.50 3.50
HYDROGRAPH AT
+ WSCP2 .00 1 FLOW 8. 8.
TIME 3.50 3.50
HYDROGRAPH AT
+ WPRK3 .00 1 FLOW 3. 3.
TIME 3.50 3.50
2 COMBINED AT
+ WC25 .01 1 FLOW 12. 11.
TIME 3.50 3.50
HYDROGRAPH AT
+ WPRK6 .02 1 FLOW 19. 19.
TIME 3.58 3.58
HYDROGRAPH AT
+ WSCP3 .01 1 FLOW 9. 9.
TIME 3.50 3.50
4 COMBINED AT
+ WC26 1.08 1 FLOW 324. 316.
TIME 3.50 3.50
HYDROGRAPH AT
+ WML7 .03 1 FLOW 44. 42.
TIME 3.50 3.50
HYDROGRAPH AT
+ WSKV2 .01 1 FLOW 14. 13.
TIME 3.50 3.50
3 COMBINED AT
+ WC27 1.12 1 FLOW 381. 372.
TIME 3.50 3.50
HYDROGRAPH AT
+ WL1B .04 1 FLOW 58. 56.
TIME 3.50 3.50
HYDROGRAPH AT
+ WARR1 .01 1 FLOW 7. 6.
TIME 3.50 3.50
HYDROGRAPH AT
+ WSHP2 .01 1 FLOW 19. 19.
TIME 3.58 3.58
3 COMBINED AT
+ WC28 .06 1 FLOW 82. 80.
TIME 3.50 3.50
HYDROGRAPH AT
+ WPF3 .01 1 FLOW 12. 12.
TIME 3.50 3.50
HYDROGRAPH AT
+ WSHA3A .00 1 FLOW 2. 2.
TIME 3.50 3.50
2 COMBINED AT
+ WC29 .01 1 FLOW 14. 14.
TIME 3.50 3.50
HYDROGRAPH AT
+ WSCH2 .02 1 FLOW 26. 26.
TIME 3.50 3.50
HYDROGRAPH AT
+ WSHA3B .00 1 FLOW 4. 4.
TIME 3.50 3.50
3 COMBINED AT
+ WC30 .03 1 FLOW 45. 44.
TIME 3.50 3.50
HYDROGRAPH AT
+ WSCP1 .00 1 FLOW 4. 4.
TIME 3.50 3.50
2 COMBINED AT
+ WC31 .03 1 FLOW 49. 48.
TIME 3.50 3.50
HYDROGRAPH AT
+ WML1 .03 1 FLOW 38. 37.
TIME 3.50 3.50
HYDROGRAPH AT
+ WSHA2 .00 1 FLOW 3. 3.
TIME 3.50 3.50
3 COMBINED AT
+ WC32 .06 1 FLOW 91. 88.
TIME 3.50 3.50
HYDROGRAPH AT
+ WARR2 .00 1 FLOW 5. 5.
TIME 3.50 3.50
3 COMBINED AT
+ WC33 .13 1 FLOW 178. 173.
TIME 3.50 3.50
HYDROGRAPH AT
+ WARR3 .01 1 FLOW 12. 12.
TIME 3.58 3.58
HYDROGRAPH AT
+ WML5 .04 1 FLOW 59. 58.
TIME 3.58 3.58
HYDROGRAPH AT
+ WML6 .03 1 FLOW 47. 46.
TIME 3.50 3.50
4 COMBINED AT
+ WC34 .22 1 FLOW 295. 287.
TIME 3.50 3.50
2 COMBINED AT
+ WC35 1.34 1 FLOW 676. 659.
TIME 3.50 3.50
HYDROGRAPH AT
+ WL2 .02 1 FLOW 33. 32.
TIME 3.50 3.50
HYDROGRAPH AT
+ WPRK2 .00 1 FLOW 5. 4.
TIME 3.58 3.58
2 COMBINED AT
+ WC36 .03 1 FLOW 37. 36.
TIME 3.50 3.50
HYDROGRAPH AT
+ WSKV1B .01 1 FLOW 8. 8.
TIME 3.50 3.50
HYDROGRAPH AT
+ WL3 .04 1 FLOW 49. 48.
TIME 3.58 3.58
4 COMBINED AT
+ WC37 1.41 1 FLOW 770. 750.
TIME 3.50 3.50
HYDROGRAPH AT
+ WOFF7 .01 1 FLOW 7. 7.
TIME 3.50 3.50
HYDROGRAPH AT
+ WOFF8 .17 1 FLOW 138. 134.
TIME 3.67 3.67
2 COMBINED AT
+ CP2 .17 1 FLOW 143. 138.
TIME 3.67 3.67
HYDROGRAPH AT
+ WOFF9 .12 1 FLOW 103. 99.
TIME 3.58 3.58
HYDROGRAPH AT
+ WOFF10 .25 1 FLOW 205. 198.
TIME 3.67 3.67
HYDROGRAPH AT
+ WPF1A .03 1 FLOW 42. 41.
TIME 3.58 3.58
4 COMBINED AT
+ DB2 .57 1 FLOW 479. 463.
TIME 3.67 3.67
ROUTED TO
+ RDB2 .57 1 FLOW 51. 50.
TIME 5.33 5.33
** PEAK STAGES IN FEET **
1 STAGE 3001.31 3001.05
TIME 5.33 5.33
HYDROGRAPH AT
+ WPRK1 .00 1 FLOW 4. 4.
TIME 3.50 3.50
HYDROGRAPH AT
+ WIRN1 .00 1 FLOW 2. 2.
TIME 3.50 3.50
HYDROGRAPH AT
+ WL1A .05 1 FLOW 59. 57.
TIME 3.58 3.58
4 COMBINED AT
+ WC38 .62 1 FLOW 85. 82.
TIME 3.58 3.58
HYDROGRAPH AT
+ WSHP1 .01 1 FLOW 13. 13.
TIME 3.58 3.58
2 COMBINED AT
+ WC39 .63 1 FLOW 98. 95.
TIME 3.58 3.58
HYDROGRAPH AT
+ WIRN2 .00 1 FLOW 5. 5.
TIME 3.50 3.50
HYDROGRAPH AT
+ WSCH1 .06 1 FLOW 75. 73.
TIME 3.58 3.58
HYDROGRAPH AT
+ WSHA1 .00 1 FLOW 4. 4.
TIME 3.50 3.50
2 COMBINED AT
+ WC40 .07 1 FLOW 79. 77.
TIME 3.58 3.58
HYDROGRAPH AT
+ WML3 .03 1 FLOW 41. 40.
TIME 3.50 3.50
4 COMBINED AT
+ WC41 .72 1 FLOW 218. 211.
TIME 3.58 3.58
HYDROGRAPH AT
+ WIRN3 .00 1 FLOW 3. 3.
TIME 3.50 3.50
HYDROGRAPH AT
+ WML4 .04 1 FLOW 56. 55.
TIME 3.50 3.50
3 COMBINED AT
+ WC42 .77 1 FLOW 274. 266.
TIME 3.50 3.50
2 COMBINED AT
+ WC43 2.18 1 FLOW 1044. 1016.
TIME 3.50 3.50
HYDROGRAPH AT
+ WSKV1A .00 1 FLOW 3. 3.
TIME 3.50 3.50
2 COMBINED AT
+ WC44A 2.18 1 FLOW 1047. 1019.
TIME 3.50 3.50
HYDROGRAPH AT
+ WGC2 .01 1 FLOW 17. 16.
TIME 3.50 3.50
HYDROGRAPH AT
+ WOSO1 .00 1 FLOW 6. 6.
TIME 3.50 3.50
HYDROGRAPH AT
+ WGED1A .04 1 FLOW 55. 54.
TIME 3.58 3.58
5 COMBINED AT
+ WC44B 4.95 1 FLOW 1774. 1719.
TIME 3.58 3.58
HYDROGRAPH AT
+ NW50-C .17 1 FLOW 163. 157.
TIME 3.58 3.58
HYDROGRAPH AT
+ WGC1 .01 1 FLOW 18. 17.
TIME 3.50 3.50
2 COMBINED AT
+ WC44C .18 1 FLOW 177. 172.
TIME 3.58 3.58
HYDROGRAPH AT
+ RETC1B .00 1 FLOW 19. 18.
TIME 3.50 3.50
HYDROGRAPH AT
+ EUS95 .01 1 FLOW 23. 22.
TIME 3.50 3.50
HYDROGRAPH AT
+ 95-4A .01 1 FLOW 10. 10.
TIME 3.50 3.50
HYDROGRAPH AT
+ 95-4B .01 1 FLOW 10. 10.
TIME 3.50 3.50
6 COMBINED AT
+ EC1 5.16 1 FLOW 1997. 1934.
TIME 3.58 3.58
HYDROGRAPH AT
+ ELOG1 .01 1 FLOW 9. 8.
TIME 3.50 3.50
HYDROGRAPH AT
+ EPRK2 .00 1 FLOW 1. 1.
TIME 3.58 3.58
3 COMBINED AT
+ EC2 5.17 1 FLOW 2003. 1940.
TIME 3.58 3.58
HYDROGRAPH AT
+ EAA1B .06 1 FLOW 76. 74.
TIME 3.58 3.58
HYDROGRAPH AT
+ ETP1B .00 1 FLOW 2. 2.
TIME 3.50 3.50
2 COMBINED AT
+ EC3 .06 1 FLOW 78. 76.
TIME 3.58 3.58
HYDROGRAPH AT
+ ESKY1 .01 1 FLOW 7. 7.
TIME 3.50 3.50
HYDROGRAPH AT
+ EPF1 .01 1 FLOW 6. 6.
TIME 3.58 3.58
2 COMBINED AT
+ EC4 .01 1 FLOW 13. 13.
TIME 3.58 3.58
HYDROGRAPH AT
+ ETP2 .00 1 FLOW 3. 3.
TIME 3.50 3.50
HYDROGRAPH AT
+ EMLA1 .03 1 FLOW 36. 35.
TIME 3.50 3.50
4 COMBINED AT
+ EC5 .11 1 FLOW 126. 123.
TIME 3.58 3.58
2 COMBINED AT
+ EC6 5.27 1 FLOW 2129. 2063.
TIME 3.58 3.58
HYDROGRAPH AT
+ EL1 .04 1 FLOW 36. 34.
TIME 3.58 3.58
HYDROGRAPH AT
+ ELOG2 .01 1 FLOW 9. 8.
TIME 3.50 3.50
3 COMBINED AT
+ EC7 5.32 1 FLOW 2172. 2104.
TIME 3.58 3.58
HYDROGRAPH AT
+ EL5A .02 1 FLOW 22. 21.
TIME 3.58 3.58
HYDROGRAPH AT
+ ELOG3 .00 1 FLOW 4. 4.
TIME 3.50 3.50
HYDROGRAPH AT
+ EPRK1 .00 1 FLOW 0. 0.
TIME 3.58 3.58
4 COMBINED AT
+ EC8 5.35 1 FLOW 2197. 2129.
TIME 3.58 3.58
HYDROGRAPH AT
+ RETC2B .00 1 FLOW 2. 2.
TIME 3.50 3.50
HYDROGRAPH AT
+ 95-5A .01 1 FLOW 9. 8.
TIME 3.50 3.50
HYDROGRAPH AT
+ 95-5B .01 1 FLOW 8. 8.
TIME 3.50 3.50
HYDROGRAPH AT
+ 95-6A .01 1 FLOW 14. 13.
TIME 3.50 3.50
HYDROGRAPH AT
+ 95-6B .01 1 FLOW 9. 9.
TIME 3.50 3.50
5 COMBINED AT
+ EC9A .03 1 FLOW 41. 40.
TIME 3.50 3.50
HYDROGRAPH AT
+ EML3A .03 1 FLOW 36. 35.
TIME 3.58 3.58
HYDROGRAPH AT
+ ETP4 .00 1 FLOW 2. 2.
TIME 3.50 3.50
3 COMBINED AT
+ EC9B .06 1 FLOW 79. 76.
TIME 3.50 3.50
HYDROGRAPH AT
+ EIRN1 .00 1 FLOW 3. 3.
TIME 3.50 3.50
HYDROGRAPH AT
+ ES1 .02 1 FLOW 21. 21.
TIME 3.50 3.50
3 COMBINED AT
+ EC10 .08 1 FLOW 102. 100.
TIME 3.50 3.50
DIVERSION TO
+ IREAST .08 1 FLOW 102. 100.
TIME 3.50 3.50
HYDROGRAPH AT
+ FTNOR .08 1 FLOW 0. 0.
TIME .00 .00
HYDROGRAPH AT
+ EL6 .06 1 FLOW 48. 46.
TIME 3.58 3.58
HYDROGRAPH AT
+ EFA4 .00 1 FLOW 4. 4.
TIME 3.50 3.50
3 COMBINED AT
+ EC11 .14 1 FLOW 52. 50.
TIME 3.58 3.58
HYDROGRAPH AT
+ EGC1 .04 1 FLOW 47. 45.
TIME 3.58 3.58
HYDROGRAPH AT
+ ETP3 .01 1 FLOW 11. 11.
TIME 3.50 3.50
2 COMBINED AT
+ EC12 .05 1 FLOW 57. 55.
TIME 3.58 3.58
HYDROGRAPH AT
+ EL3 .04 1 FLOW 36. 35.
TIME 3.58 3.58
HYDROGRAPH AT
+ EOHR2 .00 1 FLOW 2. 2.
TIME 3.50 3.50
HYDROGRAPH AT
+ EPRK3 .00 1 FLOW 1. 1.
TIME 3.58 3.58
4 COMBINED AT
+ EC13 .10 1 FLOW 95. 92.
TIME 3.58 3.58
HYDROGRAPH AT
+ EL4 .03 1 FLOW 31. 30.
TIME 3.58 3.58
HYDROGRAPH AT
+ EL2 .03 1 FLOW 32. 31.
TIME 3.58 3.58
HYDROGRAPH AT
+ EOHR1 .00 1 FLOW 5. 5.
TIME 3.50 3.50
4 COMBINED AT
+ EC14 .17 1 FLOW 161. 155.
TIME 3.58 3.58
2 COMBINED AT
+ EC15 .31 1 FLOW 213. 206.
TIME 3.58 3.58
DIVERSION TO
+ OHARE .31 1 FLOW 47. 47.
TIME 3.17 3.25
HYDROGRAPH AT
+ RFTLC .31 1 FLOW 166. 159.
TIME 3.58 3.58
HYDROGRAPH AT
+ EFA3 .00 1 FLOW 4. 4.
TIME 3.50 3.50
HYDROGRAPH AT
+ EL5B .01 1 FLOW 12. 12.
TIME 3.58 3.58
3 COMBINED AT
+ EC16 .32 1 FLOW 181. 174.
TIME 3.58 3.58
HYDROGRAPH AT
+ EFA2 .00 1 FLOW 3. 3.
TIME 3.50 3.50
HYDROGRAPH AT
+ EAA2 .28 1 FLOW 251. 243.
TIME 3.67 3.67
2 COMBINED AT
+ EC17 .28 1 FLOW 252. 245.
TIME 3.67 3.67
3 COMBINED AT
+ EC18 5.95 1 FLOW 2609. 2526.
TIME 3.58 3.58
HYDROGRAPH AT
+ NW102-C .20 1 FLOW 192. 187.
TIME 3.67 3.67
2 COMBINED AT
+ LOGDB 6.15 1 FLOW 2782. 2694.
TIME 3.58 3.58
ROUTED TO
+ DB-OFF 6.15 1 FLOW 132. 130.
TIME 8.33 8.33
** PEAK STAGES IN FEET **
1 STAGE 8.24 8.11
TIME 8.42 8.42
HYDROGRAPH AT
+ NW129-C .14 1 FLOW 86. 83.
TIME 3.67 3.67
2 COMBINED AT
+ CNW129 6.29 1 FLOW 186. 182.
TIME 3.75 3.75
DIVERSION TO
+ DBRDB 6.29 1 FLOW 43. 43.
TIME 3.50 3.50
HYDROGRAPH AT
+ RTULE 6.29 1 FLOW 143. 139.
TIME 3.75 3.75
HYDROGRAPH AT
+ NW116-C .13 1 FLOW 68. 65.
TIME 3.67 3.67
ROUTED TO
+ RNW116-C .13 1 FLOW 68. 66.
TIME 4.00 4.00
HYDROGRAPH AT
+ NW128 .45 1 FLOW 153. 145.
TIME 3.83 3.83
3 COMBINED AT
+ CNW128 6.87 1 FLOW 343. 328.
TIME 3.83 3.83
HYDROGRAPH AT
+ NW130-E .25 1 FLOW 136. 131.
TIME 3.83 3.83
ROUTED TO
+ RNW130-E .25 1 FLOW 135. 130.
TIME 3.83 3.83
HYDROGRAPH AT
+ NW148-C .13 1 FLOW 50. 48.
TIME 3.83 3.83
3 COMBINED AT
+ CNW148-C 7.25 1 FLOW 529. 506.
TIME 3.83 3.83
ROUTED TO
+ RCW148-C 7.25 1 FLOW 523. 500.
TIME 3.83 3.83
HYDROGRAPH AT
+ NW157 .25 1 FLOW 120. 115.
TIME 3.75 3.75
2 COMBINED AT
+ CTULEDB 7.50 1 FLOW 643. 615.
TIME 3.83 3.83
ROUTED TO
+ TULEDB 7.50 1 FLOW 79. 78.
TIME 37.50 37.17
** PEAK STAGES IN FEET **
1 STAGE 2433.70 2433.63
TIME 37.00 37.17
HYDROGRAPH AT
+ NW147-E .25 1 FLOW 101. 96.
TIME 3.75 3.75
2 COMBINED AT
+ CNW147E 7.75 1 FLOW 143. 137.
TIME 3.75 3.75
ROUTED TO
+ RCW147E 7.75 1 FLOW 143. 137.
TIME 3.92 3.92
HYDROGRAPH AT
+ NW115-C .21 1 FLOW 151. 145.
TIME 3.67 3.67
HYDROGRAPH AT
+ RBRDB .00 1 FLOW 43. 43.
TIME 3.50 3.50
2 COMBINED AT
+ CNW115-C .21 1 FLOW 194. 188.
TIME 3.67 3.67
ROUTED TO
+ RCW115-C .21 1 FLOW 192. 186.
TIME 3.75 3.75
HYDROGRAPH AT
+ IREAST .00 1 FLOW 102. 100.
TIME 3.50 3.50
ROUTED TO
+ RDW96-C .00 1 FLOW 97. 94.
TIME 3.67 3.67
ROUTED TO
+ R2DW96-C .00 1 FLOW 92. 89.
TIME 3.67 3.67
HYDROGRAPH AT
+ NW96-C .26 1 FLOW 214. 207.
TIME 3.58 3.58
3 COMBINED AT
+ CNW96-C .47 1 FLOW 482. 469.
TIME 3.67 3.67
HYDROGRAPH AT
+ NW75-C .44 1 FLOW 364. 353.
TIME 3.75 3.75
DIVERSION TO
+ DNW111S .44 1 FLOW 186. 175.
TIME 3.75 3.75
HYDROGRAPH AT
+ DNW75-C .44 1 FLOW 178. 178.
TIME 3.50 3.50
ROUTED TO
+ RDW75-C .44 1 FLOW 181. 182.
TIME 3.67 3.67
2 COMBINED AT
+ 2CNW96-C .92 1 FLOW 663. 652.
TIME 3.67 3.67
ROUTED TO
+ R2CW96-C .92 1 FLOW 657. 644.
TIME 3.67 3.67
HYDROGRAPH AT
+ NW113-C .19 1 FLOW 136. 131.
TIME 3.67 3.67
2 COMBINED AT
+ CNW113-C 1.11 1 FLOW 793. 776.
TIME 3.67 3.67
ROUTED TO
+ RCW113-C 1.11 1 FLOW 781. 761.
TIME 3.67 3.67
HYDROGRAPH AT
+ NW114-C .17 1 FLOW 97. 93.
TIME 3.67 3.67
ROUTED TO
+ RNW114-C .17 1 FLOW 97. 93.
TIME 3.83 3.83
HYDROGRAPH AT
+ NW147W .11 1 FLOW 60. 57.
TIME 3.67 3.67
3 COMBINED AT
+ CNW147W 1.38 1 FLOW 918. 893.
TIME 3.75 3.75
HYDROGRAPH AT
+ NW144W .31 1 FLOW 170. 163.
TIME 3.67 3.67
2 COMBINED AT
+ CNW144W 1.69 1 FLOW 1085. 1051.
TIME 3.67 3.67
HYDROGRAPH AT
+ DNW111S .00 1 FLOW 186. 175.
TIME 3.75 3.75
ROUTED TO
+ RDNW111S .00 1 FLOW 179. 171.
TIME 3.83 3.83
HYDROGRAPH AT
+ NW111S .11 1 FLOW 72. 69.
TIME 3.67 3.67
2 COMBINED AT
+ CNW111S .11 1 FLOW 245. 231.
TIME 3.75 3.83
ROUTED TO
+ RNW111S .11 1 FLOW 241. 230.
TIME 3.83 3.83
HYDROGRAPH AT
+ NW111N .21 1 FLOW 105. 100.
TIME 3.75 3.75
2 COMBINED AT
+ CNW111N .32 1 FLOW 344. 326.
TIME 3.75 3.83
2 COMBINED AT
+ CBRDB 2.01 1 FLOW 1424. 1374.
TIME 3.75 3.75
ROUTED TO
+ BRDB 2.01 1 FLOW 36. 36.
TIME 16.25 15.17
** PEAK STAGES IN FEET **
1 STAGE 2448.27 2448.11
TIME 17.17 15.83
ROUTED TO
+ RBRDB 2.01 1 FLOW 36. 36.
TIME 16.67 15.25
HYDROGRAPH AT
+ NW144E .10 1 FLOW 61. 58.
TIME 3.75 3.75
2 COMBINED AT
+ CNW144E 2.11 1 FLOW 92. 89.
TIME 3.75 3.75
2 COMBINED AT
+ 2CW144E 9.86 1 FLOW 229. 221.
TIME 3.83 3.83
ROUTED TO
+ RCW144E 9.86 1 FLOW 228. 220.
TIME 4.17 4.17
HYDROGRAPH AT
+ NW155-C .44 1 FLOW 178. 169.
TIME 3.83 3.83
2 COMBINED AT
+ CNW155-C 10.30 1 FLOW 355. 340.
TIME 4.08 4.08
ROUTED TO
+ RCW155-C 10.30 1 FLOW 352. 338.
TIME 4.25 4.25
HYDROGRAPH AT
+ NW165 .28 1 FLOW 97. 93.
TIME 3.92 3.92
ROUTED TO
+ RNW165 .28 1 FLOW 98. 93.
TIME 4.08 4.08
HYDROGRAPH AT
+ NW164 .30 1 FLOW 135. 129.
TIME 3.75 3.75
2 COMBINED AT
+ CNW164 .58 1 FLOW 191. 181.
TIME 3.92 3.92
ROUTED TO
+ RCNW164 .58 1 FLOW 190. 180.
TIME 4.00 4.00
HYDROGRAPH AT
+ NW163-C .36 1 FLOW 149. 142.
TIME 3.83 3.83
3 COMBINED AT
+ CNW163-C 11.25 1 FLOW 616. 587.
TIME 4.08 4.17
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
RNW29C MANE 1.32 145.68 217.33 1.86 5.00 143.44 220.00 1.86
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1308E+02 EXCESS= .0000E+00 OUTFLOW= .1308E+02 BASIN STORAGE= .1092E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RNW29C MANE 1.33 141.57 217.19 1.80 5.00 139.18 220.00 1.80
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1269E+02 EXCESS= .0000E+00 OUTFLOW= .1269E+02 BASIN STORAGE= .1121E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCNW71-W MANE 3.35 254.50 221.19 1.83 5.00 253.62 220.00 1.83
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2308E+02 EXCESS= .0000E+00 OUTFLOW= .2309E+02 BASIN STORAGE= .3894E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCNW71-W MANE 3.39 247.26 220.43 1.78 5.00 246.31 220.00 1.78
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2238E+02 EXCESS= .0000E+00 OUTFLOW= .2239E+02 BASIN STORAGE= .4471E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
ROFF41 MANE 5.00 284.88 230.00 1.72 5.00 284.88 230.00 1.72
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2756E+02 EXCESS= .0000E+00 OUTFLOW= .2757E+02 BASIN STORAGE= .2770E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
ROFF41 MANE 5.00 276.09 230.00 1.66 5.00 276.09 230.00 1.66
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2661E+02 EXCESS= .0000E+00 OUTFLOW= .2662E+02 BASIN STORAGE= .1925E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOFF4-2 MANE 3.51 615.65 217.56 1.62 5.00 610.25 220.00 1.62
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6232E+02 EXCESS= .0000E+00 OUTFLOW= .6233E+02 BASIN STORAGE= .8902E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOFF4-2 MANE 3.54 593.74 219.58 1.56 5.00 591.08 220.00 1.56
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6012E+02 EXCESS= .0000E+00 OUTFLOW= .6012E+02 BASIN STORAGE= .1081E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOFF5-1 MANE 2.41 856.15 221.83 1.56 5.00 854.69 220.00 1.56
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8465E+02 EXCESS= .0000E+00 OUTFLOW= .8465E+02 BASIN STORAGE= .4256E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCOFF5-1 MANE 2.43 829.10 220.88 1.51 5.00 822.09 220.00 1.50
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8163E+02 EXCESS= .0000E+00 OUTFLOW= .8163E+02 BASIN STORAGE= .4476E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
ROFF52 MANE 1.45 327.96 225.91 1.57 5.00 326.34 225.00 1.57
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3312E+02 EXCESS= .0000E+00 OUTFLOW= .3312E+02 BASIN STORAGE= .2061E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
ROFF52 MANE 1.46 317.02 225.98 1.52 5.00 315.37 225.00 1.52
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3196E+02 EXCESS= .0000E+00 OUTFLOW= .3196E+02 BASIN STORAGE= .1981E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R2CNW1-C MANE 1.71 1395.92 222.46 1.52 5.00 1376.16 225.00 1.52
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1384E+03 EXCESS= .0000E+00 OUTFLOW= .1384E+03 BASIN STORAGE= .4050E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R2CNW1-C MANE 1.74 1345.60 222.37 1.47 5.00 1328.12 225.00 1.47
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1335E+03 EXCESS= .0000E+00 OUTFLOW= .1335E+03 BASIN STORAGE= .3473E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCNW7C MANE 1.33 913.90 251.59 1.51 5.00 913.15 250.00 1.51
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1767E+03 EXCESS= .0000E+00 OUTFLOW= .1767E+03 BASIN STORAGE= .2265E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCNW7C MANE 1.35 885.84 250.71 1.46 5.00 884.16 250.00 1.46
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1704E+03 EXCESS= .0000E+00 OUTFLOW= .1704E+03 BASIN STORAGE= .2267E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCNW21-C MANE 2.68 953.70 249.21 1.53 5.00 953.60 250.00 1.53
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1918E+03 EXCESS= .0000E+00 OUTFLOW= .1918E+03 BASIN STORAGE= .4589E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCNW21-C MANE 2.71 923.28 249.71 1.48 5.00 923.15 250.00 1.48
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1851E+03 EXCESS= .0000E+00 OUTFLOW= .1851E+03 BASIN STORAGE= .4667E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RNW116-C MANE 5.00 68.42 240.00 .90 5.00 68.42 240.00 .90
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6023E+01 EXCESS= .0000E+00 OUTFLOW= .6030E+01 BASIN STORAGE= .3359E-02 PERCENT ERROR= -.2
FOR PLAN = 1 RATIO= .00
RNW116-C MANE 5.00 65.74 240.00 .87 5.00 65.74 240.00 .87
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5764E+01 EXCESS= .0000E+00 OUTFLOW= .5770E+01 BASIN STORAGE= .3301E-02 PERCENT ERROR= -.2
FOR PLAN = 1 RATIO= .00
RNW130-E MANE 1.40 135.27 230.18 1.12 5.00 135.22 230.00 1.12
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1473E+02 EXCESS= .0000E+00 OUTFLOW= .1473E+02 BASIN STORAGE= .1529E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RNW130-E MANE 1.41 130.25 230.54 1.08 5.00 130.03 230.00 1.08
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1416E+02 EXCESS= .0000E+00 OUTFLOW= .1416E+02 BASIN STORAGE= .1586E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCW148-C MANE 1.33 526.82 231.74 .87 5.00 522.86 230.00 .87
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3366E+03 EXCESS= .0000E+00 OUTFLOW= .3365E+03 BASIN STORAGE= .6701E-01 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCW148-C MANE 1.34 504.23 232.24 .86 5.00 500.34 230.00 .86
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3316E+03 EXCESS= .0000E+00 OUTFLOW= .3316E+03 BASIN STORAGE= .6490E-01 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCW147E MANE 5.00 142.63 235.00 .61 5.00 142.63 235.00 .61
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2540E+03 EXCESS= .0000E+00 OUTFLOW= .2528E+03 BASIN STORAGE= .1334E+01 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCW147E MANE 5.00 137.21 235.00 .60 5.00 137.21 235.00 .60
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2509E+03 EXCESS= .0000E+00 OUTFLOW= .2497E+03 BASIN STORAGE= .1325E+01 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCW115-C MANE 3.81 191.87 224.99 10.49 5.00 191.86 225.00 10.50
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1178E+03 EXCESS= .0000E+00 OUTFLOW= .1176E+03 BASIN STORAGE= .3433E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCW115-C MANE 3.86 187.26 223.66 10.20 5.00 185.92 225.00 10.21
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1146E+03 EXCESS= .0000E+00 OUTFLOW= .1143E+03 BASIN STORAGE= .3349E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RDW96-C MANE 4.50 97.40 220.50 -1.00 5.00 96.64 220.00 -1.00
FOR PLAN = 1 RATIO= .00
RDW96-C MANE 4.50 94.76 220.50 -1.00 5.00 93.99 220.00 -1.00
FOR PLAN = 1 RATIO= .00
R2DW96-C MANE 2.76 93.27 220.72 -1.00 5.00 91.83 220.00 -1.00
FOR PLAN = 1 RATIO= .00
R2DW96-C MANE 2.79 90.98 223.19 -1.00 5.00 89.40 220.00 -1.00
FOR PLAN = 1 RATIO= .00
RDW75-C MANE 5.00 180.93 220.00 1.28 5.00 180.93 220.00 1.28
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3038E+02 EXCESS= .0000E+00 OUTFLOW= .3038E+02 BASIN STORAGE= .1017E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDW75-C MANE 5.00 182.38 220.00 1.25 5.00 182.38 220.00 1.25
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2972E+02 EXCESS= .0000E+00 OUTFLOW= .2972E+02 BASIN STORAGE= .9992E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
R2CW96-C MANE 1.16 660.32 220.93 3.54 5.00 657.34 220.00 3.54
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1733E+03 EXCESS= .0000E+00 OUTFLOW= .1733E+03 BASIN STORAGE= .1714E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
R2CW96-C MANE 1.17 648.88 221.34 3.45 5.00 644.45 220.00 3.45
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1686E+03 EXCESS= .0000E+00 OUTFLOW= .1685E+03 BASIN STORAGE= .1672E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCW113-C MANE 1.24 791.20 221.40 3.15 5.00 780.72 220.00 3.15
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1859E+03 EXCESS= .0000E+00 OUTFLOW= .1858E+03 BASIN STORAGE= .1960E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCW113-C MANE 1.25 771.33 222.16 3.06 5.00 761.26 220.00 3.06
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1807E+03 EXCESS= .0000E+00 OUTFLOW= .1806E+03 BASIN STORAGE= .1912E+00 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RNW114-C MANE 5.00 97.12 230.00 .95 5.00 97.12 230.00 .95
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8535E+01 EXCESS= .0000E+00 OUTFLOW= .8543E+01 BASIN STORAGE= .4796E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RNW114-C MANE 5.00 93.28 230.00 .91 5.00 93.28 230.00 .91
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8175E+01 EXCESS= .0000E+00 OUTFLOW= .8183E+01 BASIN STORAGE= .4719E-02 PERCENT ERROR= -.2
FOR PLAN = 1 RATIO= .00
RDNW111S MANE 3.49 183.69 226.92 -1.00 5.00 178.77 230.00 -1.00
FOR PLAN = 1 RATIO= .00
RDNW111S MANE 3.53 171.75 229.59 -1.00 5.00 170.57 230.00 -1.00
FOR PLAN = 1 RATIO= .00
RNW111S MANE .75 244.73 226.03 2.77 5.00 241.33 230.00 2.77
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1597E+02 EXCESS= .0000E+00 OUTFLOW= .1597E+02 BASIN STORAGE= .8787E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RNW111S MANE .76 231.31 226.50 2.63 5.00 230.34 230.00 2.63
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1514E+02 EXCESS= .0000E+00 OUTFLOW= .1514E+02 BASIN STORAGE= .8815E-04 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RBRDB MANE 4.68 36.02 1039.94 1.09 5.00 36.02 1040.00 1.09
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1170E+03 EXCESS= .0000E+00 OUTFLOW= .1167E+03 BASIN STORAGE= .2380E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RBRDB MANE 4.69 35.83 970.71 1.08 5.00 35.83 970.00 1.08
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1163E+03 EXCESS= .0000E+00 OUTFLOW= .1161E+03 BASIN STORAGE= .2364E+00 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCW144E MANE 5.00 227.78 250.00 .70 5.00 227.78 250.00 .70
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3755E+03 EXCESS= .0000E+00 OUTFLOW= .3704E+03 BASIN STORAGE= .5383E+01 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCW144E MANE 5.00 219.85 250.00 .70 5.00 219.85 250.00 .70
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3714E+03 EXCESS= .0000E+00 OUTFLOW= .3663E+03 BASIN STORAGE= .5347E+01 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCW155-C MANE 5.00 352.31 255.00 .70 5.00 352.31 255.00 .70
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3895E+03 EXCESS= .0000E+00 OUTFLOW= .3868E+03 BASIN STORAGE= .2918E+01 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCW155-C MANE 5.00 337.80 255.00 .69 5.00 337.80 255.00 .69
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3846E+03 EXCESS= .0000E+00 OUTFLOW= .3819E+03 BASIN STORAGE= .2899E+01 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RNW165 MANE 5.00 97.70 245.00 .76 5.00 97.70 245.00 .76
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1135E+02 EXCESS= .0000E+00 OUTFLOW= .1136E+02 BASIN STORAGE= .5972E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RNW165 MANE 5.00 92.99 245.00 .72 5.00 92.99 245.00 .72
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1082E+02 EXCESS= .0000E+00 OUTFLOW= .1083E+02 BASIN STORAGE= .5859E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCNW164 MANE 5.00 189.80 240.00 .78 5.00 189.80 240.00 .78
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2421E+02 EXCESS= .0000E+00 OUTFLOW= .2422E+02 BASIN STORAGE= .4020E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCNW164 MANE 5.00 180.05 240.00 .74 5.00 180.05 240.00 .74
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2310E+02 EXCESS= .0000E+00 OUTFLOW= .2311E+02 BASIN STORAGE= .3813E-02 PERCENT ERROR= -.1
*** NORMAL END OF HEC-1 ***