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 20MAY13 TIME 08:27:08 * * (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 WASHINGTON AVENUE STORM DRAIN
2 ID
3 ID INPUT FILE = COLLECTION.DAT
4 ID INPUT FILE DATE = MAY 2013
5 ID DESIGN STORM = 100-YEAR 6-HR STORM
6 ID STORM DISTRIBUTION = SDN #3
7 ID MODELED BY ATKINS (RITU GUPTA, PE, CFM)
8 ID CHECKED BY ATKINS (BRIAN ROWLEY, PE, CFM)
9 ID STORM CENTERING = AREA UPSTREAM OF COMBINATION POINT CCVG20-C
10 ID AT VEGAS/RANCHO INTERSECTION HAS BEEN REMOVED FROM MPU REFERENCED MODEL
11 ID (PRODUCES PEAK FLOW AT WASHINGTON)
12 ID REFERENCED HYDROLOGIC MODELS:
13 ID 2008 LAS VEGAS VALLEY FLOOD CONTROL DISTRICT
14 ID MASTER PLAN UPDATE (PBS&J, SEPTEMBER 2008)
15 ID US-95 WIDENING PROJECT, FINAL OVERALL PROJECT DRAINAGE DESIGN REPORT
16 ID (VTN NEVADA, MAY 2003)
17 ID
18 ID JR CARDS CONTAIN DARFS BASED ON THE FOLLOWING VALUES:
19 ID
20 ID AREA DARF DARF-10YR
21 ID SQ. MI.
22 ID 0-0.5 0.990 0.564
23 ID 0.5-1 0.975 0.556
24 ID 1-2 0.950 0.542
25 ID 2-3 0.925 0.527
26 ID 3-4 0.915 0.522
27 ID
28 IT 5 0 0 300
29 IO 5 0 0
30 IN 5 0 0
31 JR PREC 0.990 0.975 0.950 0.925 0.564 0.556 0.542 0.527
*
32 KKOG011AC2
33 BA 0.120
34 PB 2.77
35 PC 0.000 0.020 0.057 0.070 0.087 0.108 0.124 0.130 0.130 0.130
36 PC 0.130 0.130 0.130 0.133 0.140 0.142 0.148 0.158 0.172 0.181
37 PC 0.190 0.197 0.199 0.200 0.201 0.204 0.214 0.229 0.241 0.249
38 PC 0.251 0.256 0.270 0.278 0.281 0.283 0.295 0.322 0.352 0.409
39 PC 0.499 0.590 0.710 0.744 0.781 0.812 0.819 0.835 0.851 0.856
40 PC 0.860 0.868 0.876 0.888 0.910 0.926 0.937 0.950 0.970 0.976
41 PC 0.982 0.985 0.987 0.989 0.990 0.993 0.993 0.994 0.995 0.998
42 PC 0.998 0.999 1.000
43 LS 0 91.4
44 UD 0.220
*
1 HEC-1 INPUT PAGE 2
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
45 KK OG011AD
46 KM 45 CFS GOES EAST TOWARD RAINBOW IN SD
47 KM BASED ON FINAL OVERALL PROJECT DRAINAGE DESIGN REPORT
48 KM FOR US 95 WIDENING BY VTN (MAY 2003)
49 DT OG011D
50 DI 0 45 100 500 994 10000
51 DQ 0 0 55 455 949 9955
*
52 KKROG011AD
53 KM ROUTE OG011AD TO CWA01-C
54 KM WASHINGTON
55 RD 3200 0.0171 0.016 0 TRAP 0 50
*
56 KK WA01-C
57 BA 0.195
58 PB 2.77
59 LS 0 88.7
60 UD 0.249
*
61 KK CWA01-C
62 KM COMBINE ROG011AD AMD WA01-C
63 KM TORREY PINES AND WASHINGTON
64 HC 2
*
65 KKRCWA01-C
66 KM ROUTE CWA01-C TO CWA04-C
67 KM WASHINGTON
68 RD 4980 0.01307 0.016 0 TRAP 0 50
*
69 KK WA04-C
70 BA 0.197
71 PB 2.77
72 LS 0 87.2
73 UD 0.397
*
74 KK CWA04-C
75 KM COMBINE RCWA01-C AND WA04-C
76 KM MICHAEL AND WASHINGTON
77 HC 2
*
78 KKRCWA04-C
79 KM ROUTE CWA04-C TO CWA09-C
80 KM FACILITY = FREEWAY CHANNEL
81 KM FACILITY # = LV15 0602
82 KM LINING = RCP
83 RD 6460 0.0159 0.013 0 CIRC 8 0
*
1 HEC-1 INPUT PAGE 3
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
84 KK WA09-C
85 BA 0.114
86 PB 2.77
87 LS 0 91.2
88 UD 0.361
*
89 KK CWA09-C
90 KM COMBINE RCWA04-C AND WA09-C
91 KM VALLEY VIEW AND WASHINGTON
92 HC 2
*
93 KK WA10-C
94 BA 0.399
95 PB 2.77
96 LS 0 88.0
97 UD 0.525
*
98 KK WA10D
99 KM FLOW SPLIT TO SOUTHWEST CENTRAL BASIN
100 KM OPPOSITE SPLIT OF WA10NW IN SOUTHWEST CENTRAL BASIN FLOW
101 KM FROM FINAL OVERALL PROJECT DRAINAGE DESIGN REPORT BY VTN (MAY 2003)
102 KM CAPACITY OF CHANNEL = 250 CFS IS DIVERTED
103 KM EXCESS FLOW CONTINUES DOWN WASHINGTON
104 DT WA10SE
105 DI 0 10 250 275 300 800 1000 3000
106 DQ 0 10 250 250 250 250 250 250
*
107 KK CWA10NW
108 KM COMBINE CWA09-C AND WA10D
109 KM VALLEY VIEW AND WASHINGTON
110 HC 2
*
111 KKRCWA10NW
112 KM ROUTE CWA10NW TO CWA13-1
113 KM FACILITY = FREEWAY CHANNEL
114 KM FACILITY # = LV15 0528
115 KM LINING = RCB
116 RD 3485 0.0119 0.015 0 TRAP 8 0
*
117 KK WA13-1
118 BA 0.232
119 PB 2.77
120 LS 0 90.4
121 UD 0.450
*
1 HEC-1 INPUT PAGE 4
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
122 KK WA13-3
123 BA 0.052
124 PB 2.77
125 LS 0 88.2
126 UD 0.211
*
127 KK CWA13-1
128 KM COMBINE RCWA10NW WA13-1 AND WA13-3
129 KM MAGNOLIA AND WASHINGTON
130 HC 3
*
131 KKRCWA13-1
132 KM ROUTE CWA13-1 TO CWA13-2
133 KM FACILITY = FREEWAY CHANNEL
134 KM FACILITY # = LV15 0528
135 KM LINING = RCB
136 RD 1250 0.0119 0.015 0 TRAP 8 0
*
137 KK WA13-2
138 BA 0.017
139 PB 2.77
140 LS 0 90.7
141 UD 0.176
*
142 KK WA13-4
143 BA 0.011
144 PB 2.77
145 LS 0 85.7
146 UD 0.189
*
147 KK CWA13-2
148 KM COMBINE RCWA13-1 WA13-2 AND WA13-4
149 KM RANCHO DRIVE AND WASHINGTON
150 HC 3
*
151 KK WA13-5
152 BA 0.039
153 PB 2.77
154 LS 0 90.6
155 UD 0.201
*
156 KK RWA13-5
157 KM ROUTE WA13-5 TO CWA13-6
158 KM 48" RCP IN RANCHO
159 RD 1830 0.00548 0.013 0 CIRC 4
*
1 HEC-1 INPUT PAGE 5
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
160 KK WA13-6
161 BA 0.016
162 PB 2.77
163 LS 0 91.1
164 UD 0.220
*
165 KK CWA13-6
166 KM COMBINE RWA13-5 AND WA13-6
167 KM RANCHO DRIVE AND WASHINGTON
168 HC 2
*
169 KK CWA13-C
170 KM COMBINE CWA13-2 AND CWA13-6
171 KM RANCHO DRIVE AND WASHINGTON
172 HC 2
*
173 KK DCWA13
174 KM FLOW SPLIT TO SOUTHWEST CENTRAL BASIN
175 KM RANCHO AND WASHINGTON
176 KM REFERENCED FROM US-95 WIDENING PROJECT
177 KM FINAL OVERALL PROJECT DRAINAGE DESIGN REPORT BY VTN (MAY 2003)
178 DT WA13SE
179 DI 0 500 817 1000 1200
180 DQ 0 361 590 722 867
*
181 KK RDCWA13
182 KM ROUTE DCWA13 TO CWA15A-C
183 KM FACILITY = FREEWAY CHANNEL
184 KM FACILITY # = LV15 0474, 0424
185 KM LINING = RCB
186 RD 5380 0.0073 0.015 0 TRAP 8 0
*
187 KK WA15-3
188 BA 0.022
189 PB 2.77
190 LS 0 94.1
191 UD 0.219
*
192 KKRCWA15-3
193 KM ROUTE WA15-3 TO CWA15-4
194 KM FACILITY = FREEWAY CHANNEL
195 KM FACILITY # = LV15 0474, 0424
196 KM LINING = RCB
197 RD 660 0.0073 0.015 0 TRAP 8 0
*
1 HEC-1 INPUT PAGE 6
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
198 KK WA15-4
199 BA 0.009
200 PB 2.77
201 LS 0 91.6
202 UD 0.108
*
203 KK CWA15-4
204 KM COMBINE RCWA15-3 AND WA15-4
205 KM ROBIN STREET AND WASHINGTON
206 HC 2
*
207 KK WA15-5
208 BA 0.015
209 PB 2.77
210 LS 0 93.0
211 UD 0.127
*
212 KK CWA15-5
213 KM COMBINE CWA15-4 AND WA15-5
214 KM ROBIN STREET AND WASHINGTON
215 HC 2
*
216 KK WA15-1
217 BA 0.145
218 PB 2.77
219 LS 0 90.5
220 UD 0.364
*
221 KK RWA15-1
222 KM ROUTE WA15-1 TO CWA15-2
223 KM ROBIN STREET LATERAL
224 RD 250 0.004 0.016 0 TRAP 0 50
*
225 KK WA15-2
226 BA 0.015
227 PB 2.77
228 LS 0 91.9
229 UD 0.175
*
230 KK CWA15-2
231 KM COMBINE RWA15-1 AND WA15-2
232 KM ROBIN STREET LOW POINT
233 HC 2
*
1 HEC-1 INPUT PAGE 7
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
234 KKRCWA15-2
235 KM ROUTE CWA15-2 TO CCWA15-5
236 KM ROBIN STREET LATERAL
237 RD 650 0.004 0.013 0 CIRC 5
*
238 KKCCWA15-5
239 KM COMBINE RCWA10NW AND WA13-C
240 KM ROBIN STREET AND WASHINGTON
241 HC 2
*
242 KKRCWA15-5
243 KM ROUTE CCWA15-5 TO CWA15-6
244 KM FACILITY = FREEWAY CHANNEL
245 KM FACILITY # = LV15 0528
246 KM LINING = RCB
247 RD 900 0.0073 0.015 0 TRAP 8 0
*
248 KK WA15-6
249 BA 0.037
250 PB 2.77
251 LS 0 90.4
252 UD 0.185
*
253 KK CWA15-6
254 KM COMBINE RCWA15-5 AND WA15-6
255 KM MAENPAH STREET AND WASHINGTON
256 HC 2
*
257 KKRCWA15-6
258 KM ROUTE CWA15-6 TO CWA15-7
259 KM FACILITY = FREEWAY CHANNEL
260 KM FACILITY # = LV15 0528
261 KM LINING = RCB
262 RD 445 0.0073 0.015 0 TRAP 8 0
*
263 KK WA15-7
264 BA 0.021
265 PB 2.77
266 LS 0 90.3
267 UD 0.239
*
268 KK CWA15-7
269 KM COMBINE RCWA15-6 AND WA15-7
270 KM TONOPAH DRIVE AND WASHINGTON
271 HC 2
*
1 HEC-1 INPUT PAGE 8
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
272 KK WA15-8
273 BA 0.005
274 PB 2.77
275 LS 0 91.8
276 UD 0.127
*
277 KK CWA15-8
278 KM COMBINE CWA15-7 AND WA15-8
279 KM TONOPAH DRIVE AND WASHINGTON
280 HC 2
*
281 KK WA15-10
282 BA 0.067
283 PB 2.77
284 LS 0 92.6
285 UD 0.301
*
286 KKDWA15-10
287 KM FLOW INTERCEPTED BY EXISTING STORM DRAIN
288 KM CARTER STREET
289 DT EXSD
290 DI 0 5 10 100
291 DQ 0 5 5 5
*
292 KK WA15-9
293 BA 0.004
294 PB 2.77
295 LS 0 91.6
296 UD 0.111
*
297 KK CWA15-9
298 KM COMBINE DWA15-10 AND WA15-9
299 KM TONOPAH DRIVE
300 HC 2
*
301 KKCCWA15-8
302 KM COMBINE CWA15-8 AND CWA15-9
303 KM TONOPAH DRIVE AND WASHINGTON
304 HC 2
*
305 KKRCCWA15-8
306 KM ROUTE CCWA15-8 TO CWA15-11
307 KM FACILITY = FREEWAY CHANNEL
308 KM FACILITY # = LV15 0528
309 KM LINING = RCB
310 RD 1670 0.0073 0.015 0 TRAP 8 0
*
1 HEC-1 INPUT PAGE 9
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
311 KK WA15-11
312 BA 0.011
313 PB 2.77
314 LS 0 88.8
315 UD 0.197
*
316 KKCWA15-11
317 KM COMBINE RCCWA15-8 AND WA15-11
318 KM COMSTOCK DRIVE AND WASHINGTON
319 HC 2
*
320 KKRCWA15-11
321 KM ROUTE CWA15-11 TO CWA15-12
322 KM FACILITY = FREEWAY CHANNEL
323 KM FACILITY # = LV15 0528
324 KM LINING = RCB
325 RD 1040 0.0073 0.015 0 TRAP 8 0
*
326 KK WA15-12
327 BA 0.070
328 PB 2.77
329 LS 0 87.9
330 UD 0.291
*
331 KKCWA15-12
332 KM COMBINE RCWA15-11 AND WA15-12
333 KM MARTIN LUTHER KING AND WASHINGTON
334 HC 2
*
335 KK WA15-13
336 BA 0.005
337 PB 2.77
338 LS 0 85.1
339 UD 0.245
*
340 KKCWA15A-C
341 KM COMBINE CWA15-12 AND WA15-13
342 KM MARTIN LUTHER KING AND WASHINGTON
343 HC 2
*
344 KK VG07-1
345 BA 0.088
346 PB 2.77
347 LS 0 87.5
348 UD 0.194
*
1 HEC-1 INPUT PAGE 10
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
349 KK RVG07-1
350 KM ROUTE VG07 TO CVG07-2
351 KM MARTIN LUTHER KING
352 RD 4200 0.004 0.016 0 TRAP 0 50
*
353 KK VG07-2
354 BA 0.266
355 PB 2.77
356 LS 0 79.3
357 UD 0.344
*
358 KK CVG07-2
359 KM COMBINE RVG07 AND CWA20-C
360 KM MARTIN LUTHER KING AND FAIR
361 HC 2
*
362 KK RVG07
363 KM ROUTE CVG07-2 TO CVG07
364 KM MARTIN LUTHER KING
365 RD 850 0.005 0.013 0 CIRC 6 0
*
366 KK CVG07
367 KM COMBINE CWA15A-C AND RVG07
368 KM MARTIN LUTHER KING AND WASHINGTON
369 HC 2
*
370 ZZ
1
SCHEMATIC DIAGRAM OF STREAM NETWORK
INPUT
LINE (V) ROUTING (--->) DIVERSION OR PUMP FLOW
NO. (.) CONNECTOR (<---) RETURN OF DIVERTED OR PUMPED FLOW
32 OG011AC2
.
.
49 .-------> OG011D
45 OG011AD
V
V
52 ROG011AD
.
.
56 . WA01-C
. .
. .
61 CWA01-C............
V
V
65 RCWA01-C
.
.
69 . WA04-C
. .
. .
74 CWA04-C............
V
V
78 RCWA04-C
.
.
84 . WA09-C
. .
. .
89 CWA09-C............
.
.
93 . WA10-C
. .
. .
104 . .-------> WA10SE
98 . WA10D
. .
. .
107 CWA10NW............
V
V
111 RCWA10NW
.
.
117 . WA13-1
. .
. .
122 . . WA13-3
. . .
. . .
127 CWA13-1........................
V
V
131 RCWA13-1
.
.
137 . WA13-2
. .
. .
142 . . WA13-4
. . .
. . .
147 CWA13-2........................
.
.
151 . WA13-5
. V
. V
156 . RWA13-5
. .
. .
160 . . WA13-6
. . .
. . .
165 . CWA13-6............
. .
. .
169 CWA13-C............
.
.
178 .-------> WA13SE
173 DCWA13
V
V
181 RDCWA13
.
.
187 . WA15-3
. V
. V
192 . RCWA15-3
. .
. .
198 . . WA15-4
. . .
. . .
203 . CWA15-4............
. .
. .
207 . . WA15-5
. . .
. . .
212 . CWA15-5............
. .
. .
216 . . WA15-1
. . V
. . V
221 . . RWA15-1
. . .
. . .
225 . . . WA15-2
. . . .
. . . .
230 . . CWA15-2............
. . V
. . V
234 . . RCWA15-2
. . .
. . .
238 . CCWA15-5............
. V
. V
242 . RCWA15-5
. .
. .
248 . . WA15-6
. . .
. . .
253 . CWA15-6............
. V
. V
257 . RCWA15-6
. .
. .
263 . . WA15-7
. . .
. . .
268 . CWA15-7............
. .
. .
272 . . WA15-8
. . .
. . .
277 . CWA15-8............
. .
. .
281 . . WA15-10
. . .
. . .
289 . . .-------> EXSD
286 . . DWA15-10
. . .
. . .
292 . . . WA15-9
. . . .
. . . .
297 . . CWA15-9............
. . .
. . .
301 . CCWA15-8............
. V
. V
305 . RCCWA15-
. .
. .
311 . . WA15-11
. . .
. . .
316 . CWA15-11............
. V
. V
320 . RCWA15-1
. .
. .
326 . . WA15-12
. . .
. . .
331 . CWA15-12............
. .
. .
335 . . WA15-13
. . .
. . .
340 . CWA15A-C............
. .
. .
344 . . VG07-1
. . V
. . V
349 . . RVG07-1
. . .
. . .
353 . . . VG07-2
. . . .
. . . .
358 . . CVG07-2............
. . V
. . V
362 . . RVG07
. . .
. . .
366 . CVG07............
(***) 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 20MAY13 TIME 08:27:08 * * (916) 756-1104 *
* * * *
***************************************** ***************************************
WASHINGTON AVENUE STORM DRAIN
INPUT FILE = COLLECTION.DAT
INPUT FILE DATE = MAY 2013
DESIGN STORM = 100-YEAR 6-HR STORM
STORM DISTRIBUTION = SDN #3
MODELED BY ATKINS (RITU GUPTA, PE, CFM)
CHECKED BY ATKINS (BRIAN ROWLEY, PE, CFM)
STORM CENTERING = AREA UPSTREAM OF COMBINATION POINT CCVG20-C
AT VEGAS/RANCHO INTERSECTION HAS BEEN REMOVED FROM MPU REFERENCED MODEL
(PRODUCES PEAK FLOW AT WASHINGTON)
REFERENCED HYDROLOGIC MODELS:
2008 LAS VEGAS VALLEY FLOOD CONTROL DISTRICT
MASTER PLAN UPDATE (PBS&J, SEPTEMBER 2008)
US-95 WIDENING PROJECT, FINAL OVERALL PROJECT DRAINAGE DESIGN REPORT
(VTN NEVADA, MAY 2003)
JR CARDS CONTAIN DARFS BASED ON THE FOLLOWING VALUES:
AREA DARF DARF-10YR
SQ. MI.
0-0.5 0.990 0.564
0.5-1 0.975 0.556
1-2 0.950 0.542
2-3 0.925 0.527
3-4 0.915 0.522
29 IO OUTPUT CONTROL VARIABLES
IPRNT 5 PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
IT HYDROGRAPH TIME DATA
NMIN 5 MINUTES IN COMPUTATION INTERVAL
IDATE 1 0 STARTING DATE
ITIME 0000 STARTING TIME
NQ 300 NUMBER OF HYDROGRAPH ORDINATES
NDDATE 2 0 ENDING DATE
NDTIME 0055 ENDING TIME
ICENT 19 CENTURY MARK
COMPUTATION INTERVAL .08 HOURS
TOTAL TIME BASE 24.92 HOURS
ENGLISH UNITS
DRAINAGE AREA SQUARE MILES
PRECIPITATION DEPTH INCHES
LENGTH, ELEVATION FEET
FLOW CUBIC FEET PER SECOND
STORAGE VOLUME ACRE-FEET
SURFACE AREA ACRES
TEMPERATURE DEGREES FAHRENHEIT
JP MULTI-PLAN OPTION
NPLAN 1 NUMBER OF PLANS
JR MULTI-RATIO OPTION
RATIOS OF PRECIPITATION
.99 .98 .95 .93 .56 .56 .54 .53
1
PEAK FLOW AND STAGE (END-OF-PERIOD) SUMMARY FOR MULTIPLE PLAN-RATIO ECONOMIC COMPUTATIONS
FLOWS IN CUBIC FEET PER SECOND, AREA IN SQUARE MILES
TIME TO PEAK IN HOURS
RATIOS APPLIED TO PRECIPITATION
OPERATION STATION AREA PLAN RATIO 1 RATIO 2 RATIO 3 RATIO 4 RATIO 5 RATIO 6 RATIO 7 RATIO 8
.99 .98 .95 .93 .56 .56 .54 .53
HYDROGRAPH AT
+ OG011AC2 .12 1 FLOW 157. 154. 149. 144. 72. 70. 67. 64.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
DIVERSION TO
+ OG011D .12 1 FLOW 112. 109. 104. 99. 27. 25. 22. 19.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
HYDROGRAPH AT
+ OG011AD .12 1 FLOW 45. 45. 45. 45. 45. 45. 45. 45.
TIME 3.33 3.33 3.33 3.33 3.50 3.50 3.50 3.50
ROUTED TO
+ ROG011AD .12 1 FLOW 46. 46. 46. 46. 47. 47. 48. 48.
TIME 3.58 3.58 3.58 3.58 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ WA01-C .19 1 FLOW 222. 217. 209. 201. 91. 89. 85. 81.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
2 COMBINED AT
+ CWA01-C .31 1 FLOW 266. 261. 253. 245. 138. 135. 130. 126.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.75
ROUTED TO
+ RCWA01-C .31 1 FLOW 267. 263. 255. 247. 141. 139. 136. 131.
TIME 3.83 3.83 3.83 3.83 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ WA04-C .20 1 FLOW 168. 165. 158. 152. 65. 64. 60. 57.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CWA04-C .51 1 FLOW 436. 427. 413. 399. 206. 202. 195. 188.
TIME 3.83 3.83 3.83 3.83 3.92 3.92 3.92 3.92
ROUTED TO
+ RCWA04-C .51 1 FLOW 427. 419. 412. 392. 205. 203. 196. 189.
TIME 3.92 3.92 3.92 3.92 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ WA09-C .11 1 FLOW 120. 117. 113. 109. 54. 52. 50. 48.
TIME 3.75 3.75 3.75 3.75 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CWA09-C .63 1 FLOW 536. 526. 515. 492. 249. 245. 238. 229.
TIME 3.92 3.92 3.92 3.92 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ WA10-C .40 1 FLOW 301. 294. 283. 272. 121. 118. 112. 106.
TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00
DIVERSION TO
+ WA10SE .40 1 FLOW 250. 250. 250. 250. 121. 118. 112. 106.
TIME 3.83 3.83 3.83 3.83 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ WA10D .40 1 FLOW 51. 44. 33. 22. 0. 0. 0. 0.
TIME 4.00 4.00 4.00 4.00 .00 .00 .00 .00
2 COMBINED AT
+ CWA10NW 1.02 1 FLOW 584. 568. 546. 512. 249. 245. 238. 229.
TIME 3.92 3.92 3.92 3.92 4.00 4.00 4.00 4.00
ROUTED TO
+ RCWA10NW 1.02 1 FLOW 575. 561. 536. 502. 249. 246. 236. 225.
TIME 3.92 3.92 3.92 3.92 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ WA13-1 .23 1 FLOW 210. 206. 199. 192. 92. 90. 86. 82.
TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ WA13-3 .05 1 FLOW 61. 59. 57. 55. 25. 24. 23. 22.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
3 COMBINED AT
+ CWA13-1 1.31 1 FLOW 819. 799. 766. 724. 349. 343. 329. 314.
TIME 3.92 3.92 3.92 3.92 4.00 4.00 4.00 4.00
ROUTED TO
+ RCWA13-1 1.31 1 FLOW 815. 795. 762. 720. 347. 341. 327. 311.
TIME 3.92 3.92 3.92 3.92 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ WA13-2 .02 1 FLOW 24. 23. 23. 22. 11. 10. 10. 9.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
HYDROGRAPH AT
+ WA13-4 .01 1 FLOW 12. 12. 11. 11. 4. 4. 4. 4.
TIME 3.58 3.58 3.58 3.58 3.67 3.67 3.67 3.67
3 COMBINED AT
+ CWA13-2 1.34 1 FLOW 831. 811. 777. 734. 352. 346. 332. 316.
TIME 3.92 3.92 3.92 3.92 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ WA13-5 .04 1 FLOW 51. 50. 48. 47. 22. 22. 21. 20.
TIME 3.58 3.58 3.58 3.58 3.67 3.67 3.67 3.67
ROUTED TO
+ RWA13-5 .04 1 FLOW 51. 50. 48. 46. 22. 22. 21. 20.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
HYDROGRAPH AT
+ WA13-6 .02 1 FLOW 21. 20. 20. 19. 9. 9. 9. 8.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
2 COMBINED AT
+ CWA13-6 .05 1 FLOW 72. 70. 68. 65. 32. 31. 29. 28.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
2 COMBINED AT
+ CWA13-C 1.39 1 FLOW 873. 852. 817. 773. 368. 361. 347. 330.
TIME 3.92 3.92 3.92 3.92 4.00 4.00 4.00 4.00
DIVERSION TO
+ WA13SE 1.39 1 FLOW 630. 615. 590. 558. 265. 261. 250. 238.
TIME 3.92 3.92 3.92 3.92 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ DCWA13 1.39 1 FLOW 242. 237. 227. 215. 102. 100. 96. 92.
TIME 3.92 3.92 3.92 3.92 4.00 4.00 4.00 4.00
ROUTED TO
+ RDCWA13 1.39 1 FLOW 242. 236. 226. 214. 103. 101. 96. 91.
TIME 4.00 4.00 4.00 4.00 4.08 4.08 4.08 4.08
HYDROGRAPH AT
+ WA15-3 .02 1 FLOW 31. 31. 30. 29. 16. 15. 15. 14.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
ROUTED TO
+ RCWA15-3 .02 1 FLOW 31. 31. 30. 29. 15. 15. 15. 14.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
HYDROGRAPH AT
+ WA15-4 .01 1 FLOW 14. 14. 14. 13. 7. 6. 6. 6.
TIME 3.50 3.50 3.50 3.50 3.58 3.58 3.58 3.58
2 COMBINED AT
+ CWA15-4 .03 1 FLOW 44. 43. 42. 40. 21. 20. 20. 19.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
HYDROGRAPH AT
+ WA15-5 .01 1 FLOW 25. 24. 23. 23. 12. 12. 11. 11.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
2 COMBINED AT
+ CWA15-5 .05 1 FLOW 68. 67. 65. 63. 33. 32. 31. 30.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
HYDROGRAPH AT
+ WA15-1 .14 1 FLOW 147. 144. 139. 134. 65. 63. 61. 58.
TIME 3.75 3.75 3.75 3.75 3.83 3.83 3.83 3.83
ROUTED TO
+ RWA15-1 .14 1 FLOW 147. 144. 139. 134. 64. 63. 60. 58.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ WA15-2 .01 1 FLOW 22. 22. 21. 20. 10. 10. 10. 9.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
2 COMBINED AT
+ CWA15-2 .16 1 FLOW 161. 157. 152. 147. 70. 69. 66. 63.
TIME 3.75 3.75 3.75 3.75 3.83 3.83 3.83 3.83
ROUTED TO
+ RCWA15-2 .16 1 FLOW 159. 156. 151. 146. 70. 69. 66. 63.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CCWA15-5 .21 1 FLOW 208. 204. 197. 190. 93. 91. 88. 84.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
ROUTED TO
+ RCWA15-5 .21 1 FLOW 207. 203. 196. 190. 93. 91. 87. 83.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ WA15-6 .04 1 FLOW 50. 49. 48. 46. 22. 21. 21. 20.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
2 COMBINED AT
+ CWA15-6 .24 1 FLOW 249. 243. 235. 227. 110. 108. 104. 99.
TIME 3.67 3.67 3.67 3.67 3.75 3.75 3.75 3.75
ROUTED TO
+ RCWA15-6 .24 1 FLOW 247. 242. 234. 226. 110. 108. 104. 99.
TIME 3.67 3.67 3.67 3.67 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ WA15-7 .02 1 FLOW 26. 25. 24. 24. 11. 11. 11. 10.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
2 COMBINED AT
+ CWA15-7 .26 1 FLOW 273. 268. 258. 249. 121. 118. 113. 108.
TIME 3.67 3.67 3.67 3.67 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ WA15-8 .00 1 FLOW 8. 8. 7. 7. 4. 4. 3. 3.
TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58
2 COMBINED AT
+ CWA15-8 .27 1 FLOW 279. 274. 264. 255. 123. 120. 116. 110.
TIME 3.67 3.67 3.67 3.67 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ WA15-10 .07 1 FLOW 81. 79. 77. 74. 38. 37. 36. 34.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
DIVERSION TO
+ EXSD .07 1 FLOW 5. 5. 5. 5. 5. 5. 5. 5.
TIME 1.75 1.75 1.83 2.42 3.25 3.25 3.33 3.33
HYDROGRAPH AT
+ DWA15-10 .07 1 FLOW 76. 74. 72. 69. 33. 32. 31. 29.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ WA15-9 .00 1 FLOW 6. 6. 6. 6. 3. 3. 3. 3.
TIME 3.50 3.50 3.50 3.50 3.58 3.58 3.58 3.58
2 COMBINED AT
+ CWA15-9 .07 1 FLOW 79. 77. 75. 72. 35. 34. 32. 31.
TIME 3.67 3.67 3.67 3.75 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CCWA15-8 .34 1 FLOW 358. 351. 339. 327. 158. 154. 148. 141.
TIME 3.67 3.67 3.67 3.67 3.75 3.75 3.75 3.75
ROUTED TO
+ RCCWA15- .34 1 FLOW 354. 347. 336. 324. 157. 154. 147. 141.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ WA15-11 .01 1 FLOW 14. 13. 13. 12. 6. 5. 5. 5.
TIME 3.58 3.58 3.58 3.58 3.67 3.67 3.67 3.67
2 COMBINED AT
+ CWA15-11 .35 1 FLOW 365. 358. 346. 334. 162. 158. 152. 145.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
ROUTED TO
+ RCWA15-1 .35 1 FLOW 365. 358. 346. 334. 161. 157. 151. 144.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ WA15-12 .07 1 FLOW 71. 70. 67. 65. 29. 28. 27. 25.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CWA15-12 .42 1 FLOW 437. 428. 413. 398. 190. 185. 178. 169.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ WA15-13 .00 1 FLOW 5. 5. 5. 4. 2. 2. 2. 2.
TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67
2 COMBINED AT
+ CWA15A-C .43 1 FLOW 441. 432. 418. 402. 192. 187. 179. 171.
TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75
HYDROGRAPH AT
+ VG07-1 .09 1 FLOW 104. 101. 97. 94. 41. 40. 38. 36.
TIME 3.58 3.58 3.58 3.58 3.67 3.67 3.67 3.67
ROUTED TO
+ RVG07-1 .09 1 FLOW 105. 102. 99. 95. 40. 39. 39. 38.
TIME 3.92 3.92 3.92 3.92 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ VG07-2 .27 1 FLOW 165. 160. 152. 144. 45. 43. 40. 37.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CVG07-2 .35 1 FLOW 258. 251. 240. 229. 80. 77. 75. 71.
TIME 3.83 3.83 3.92 3.92 4.00 4.00 4.00 4.00
ROUTED TO
+ RVG07 .35 1 FLOW 257. 250. 239. 228. 80. 77. 74. 69.
TIME 3.92 3.92 3.92 3.92 4.00 4.00 4.00 4.00
2 COMBINED AT
+ CVG07 .78 1 FLOW 664. 649. 623. 597. 241. 234. 222. 209.
TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.92 3.92
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
ROG011AD MANE 3.50 46.64 213.50 1.25 5.00 45.86 215.00 1.25
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7967E+01 EXCESS= .0000E+00 OUTFLOW= .7970E+01 BASIN STORAGE= .1369E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
ROG011AD MANE 3.50 46.81 213.50 1.23 5.00 45.96 215.00 1.23
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7859E+01 EXCESS= .0000E+00 OUTFLOW= .7862E+01 BASIN STORAGE= .1355E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
ROG011AD MANE 3.50 47.10 213.50 1.20 5.00 46.12 215.00 1.20
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7681E+01 EXCESS= .0000E+00 OUTFLOW= .7684E+01 BASIN STORAGE= .1882E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
ROG011AD MANE 3.50 47.40 213.50 1.17 5.00 46.28 215.00 1.17
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7504E+01 EXCESS= .0000E+00 OUTFLOW= .7507E+01 BASIN STORAGE= .1840E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
ROG011AD MANE 5.00 46.69 225.00 .72 5.00 46.69 225.00 .72
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4632E+01 EXCESS= .0000E+00 OUTFLOW= .4636E+01 BASIN STORAGE= .1751E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
ROG011AD MANE 5.00 46.99 225.00 .71 5.00 46.99 225.00 .71
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4561E+01 EXCESS= .0000E+00 OUTFLOW= .4565E+01 BASIN STORAGE= .1732E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
ROG011AD MANE 5.00 47.51 225.00 .69 5.00 47.51 225.00 .69
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4437E+01 EXCESS= .0000E+00 OUTFLOW= .4441E+01 BASIN STORAGE= .1698E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
ROG011AD MANE 5.00 48.08 225.00 .67 5.00 48.08 225.00 .67
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4306E+01 EXCESS= .0000E+00 OUTFLOW= .4310E+01 BASIN STORAGE= .1662E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCWA01-C MANE 5.00 267.33 230.00 1.49 5.00 267.33 230.00 1.49
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2508E+02 EXCESS= .0000E+00 OUTFLOW= .2510E+02 BASIN STORAGE= .2886E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCWA01-C MANE 5.00 262.73 230.00 1.46 5.00 262.73 230.00 1.46
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2459E+02 EXCESS= .0000E+00 OUTFLOW= .2461E+02 BASIN STORAGE= .2862E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCWA01-C MANE 5.00 255.09 230.00 1.42 5.00 255.09 230.00 1.42
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2378E+02 EXCESS= .0000E+00 OUTFLOW= .2379E+02 BASIN STORAGE= .2810E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCWA01-C MANE 5.00 247.49 230.00 1.37 5.00 247.49 230.00 1.37
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2297E+02 EXCESS= .0000E+00 OUTFLOW= .2299E+02 BASIN STORAGE= .2765E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCWA01-C MANE 5.00 141.46 235.00 .69 5.00 141.46 235.00 .69
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1152E+02 EXCESS= .0000E+00 OUTFLOW= .1154E+02 BASIN STORAGE= .2755E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCWA01-C MANE 5.00 139.24 235.00 .67 5.00 139.24 235.00 .67
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1128E+02 EXCESS= .0000E+00 OUTFLOW= .1129E+02 BASIN STORAGE= .2731E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCWA01-C MANE 5.00 135.52 235.00 .65 5.00 135.52 235.00 .65
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1085E+02 EXCESS= .0000E+00 OUTFLOW= .1086E+02 BASIN STORAGE= .2912E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCWA01-C MANE 5.00 131.23 235.00 .62 5.00 131.23 235.00 .62
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1040E+02 EXCESS= .0000E+00 OUTFLOW= .1041E+02 BASIN STORAGE= .2864E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCWA04-C MANE 4.30 427.18 232.23 1.51 5.00 426.87 235.00 1.51
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4115E+02 EXCESS= .0000E+00 OUTFLOW= .4115E+02 BASIN STORAGE= .6345E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA04-C MANE 4.32 423.63 233.14 1.48 5.00 419.33 235.00 1.48
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4033E+02 EXCESS= .0000E+00 OUTFLOW= .4033E+02 BASIN STORAGE= .7988E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA04-C MANE 4.35 413.22 234.69 1.42 5.00 411.89 235.00 1.43
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3891E+02 EXCESS= .0000E+00 OUTFLOW= .3891E+02 BASIN STORAGE= .5763E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA04-C MANE 4.38 392.62 236.30 1.37 5.00 391.89 235.00 1.37
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3742E+02 EXCESS= .0000E+00 OUTFLOW= .3742E+02 BASIN STORAGE= .6187E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA04-C MANE 5.00 206.08 239.80 .65 5.00 205.31 240.00 .65
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1772E+02 EXCESS= .0000E+00 OUTFLOW= .1772E+02 BASIN STORAGE= .6768E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA04-C MANE 5.00 202.55 240.00 .63 5.00 202.55 240.00 .63
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1731E+02 EXCESS= .0000E+00 OUTFLOW= .1731E+02 BASIN STORAGE= .6358E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA04-C MANE 5.00 196.41 240.00 .61 5.00 196.41 240.00 .61
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1659E+02 EXCESS= .0000E+00 OUTFLOW= .1659E+02 BASIN STORAGE= .6559E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA04-C MANE 5.00 189.23 240.00 .58 5.00 189.23 240.00 .58
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1584E+02 EXCESS= .0000E+00 OUTFLOW= .1584E+02 BASIN STORAGE= .6353E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA10NW MANE 1.98 580.31 237.36 .98 5.00 575.38 235.00 .98
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5360E+02 EXCESS= .0000E+00 OUTFLOW= .5360E+02 BASIN STORAGE= .2995E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA10NW MANE 2.00 561.07 238.06 .96 5.00 560.67 235.00 .96
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5235E+02 EXCESS= .0000E+00 OUTFLOW= .5235E+02 BASIN STORAGE= .3040E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA10NW MANE 2.03 539.69 237.78 .92 5.00 536.12 235.00 .92
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5025E+02 EXCESS= .0000E+00 OUTFLOW= .5025E+02 BASIN STORAGE= .3184E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA10NW MANE 2.09 506.57 237.81 .88 5.00 501.52 235.00 .88
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4800E+02 EXCESS= .0000E+00 OUTFLOW= .4800E+02 BASIN STORAGE= .2899E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA10NW MANE 2.78 250.41 239.28 .41 5.00 249.46 240.00 .41
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2259E+02 EXCESS= .0000E+00 OUTFLOW= .2260E+02 BASIN STORAGE= .2802E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA10NW MANE 2.80 246.94 240.71 .40 5.00 246.20 240.00 .40
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2209E+02 EXCESS= .0000E+00 OUTFLOW= .2209E+02 BASIN STORAGE= .3346E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA10NW MANE 2.84 237.46 240.99 .39 5.00 236.13 240.00 .39
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2117E+02 EXCESS= .0000E+00 OUTFLOW= .2118E+02 BASIN STORAGE= .3010E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA10NW MANE 2.88 226.47 241.83 .37 5.00 225.08 240.00 .37
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2021E+02 EXCESS= .0000E+00 OUTFLOW= .2021E+02 BASIN STORAGE= .3108E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA13-1 MANE .62 817.55 235.60 1.15 5.00 814.76 235.00 1.15
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8009E+02 EXCESS= .0000E+00 OUTFLOW= .8009E+02 BASIN STORAGE= .1014E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA13-1 MANE .63 797.06 235.40 1.12 5.00 795.02 235.00 1.12
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7827E+02 EXCESS= .0000E+00 OUTFLOW= .7827E+02 BASIN STORAGE= .1012E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA13-1 MANE .64 764.91 235.55 1.08 5.00 762.26 235.00 1.08
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7523E+02 EXCESS= .0000E+00 OUTFLOW= .7523E+02 BASIN STORAGE= .1001E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA13-1 MANE .65 722.07 235.81 1.03 5.00 719.75 235.00 1.03
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7203E+02 EXCESS= .0000E+00 OUTFLOW= .7203E+02 BASIN STORAGE= .9997E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA13-1 MANE .87 347.85 240.67 .48 5.00 346.81 240.00 .48
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3371E+02 EXCESS= .0000E+00 OUTFLOW= .3371E+02 BASIN STORAGE= .9958E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA13-1 MANE .88 342.02 240.45 .47 5.00 340.97 240.00 .47
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3293E+02 EXCESS= .0000E+00 OUTFLOW= .3293E+02 BASIN STORAGE= .1072E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA13-1 MANE .89 328.54 240.92 .45 5.00 326.84 240.00 .45
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3155E+02 EXCESS= .0000E+00 OUTFLOW= .3155E+02 BASIN STORAGE= .1012E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA13-1 MANE .91 313.38 240.98 .43 5.00 311.04 240.00 .43
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3010E+02 EXCESS= .0000E+00 OUTFLOW= .3010E+02 BASIN STORAGE= .9964E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWA13-5 MANE 3.14 50.92 219.74 1.80 5.00 50.82 220.00 1.80
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3741E+01 EXCESS= .0000E+00 OUTFLOW= .3740E+01 BASIN STORAGE= .2612E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWA13-5 MANE 3.15 49.97 220.64 1.76 5.00 49.74 220.00 1.76
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3661E+01 EXCESS= .0000E+00 OUTFLOW= .3660E+01 BASIN STORAGE= .3025E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWA13-5 MANE 3.17 48.10 219.01 1.70 5.00 47.97 220.00 1.70
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3530E+01 EXCESS= .0000E+00 OUTFLOW= .3529E+01 BASIN STORAGE= .3047E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWA13-5 MANE 3.20 46.56 220.61 1.63 5.00 46.33 220.00 1.63
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3399E+01 EXCESS= .0000E+00 OUTFLOW= .3398E+01 BASIN STORAGE= .3047E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWA13-5 MANE 3.70 22.58 222.17 .77 5.00 22.30 220.00 .77
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1596E+01 EXCESS= .0000E+00 OUTFLOW= .1596E+01 BASIN STORAGE= .3342E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWA13-5 MANE 3.72 21.93 223.18 .75 5.00 21.85 220.00 .75
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1559E+01 EXCESS= .0000E+00 OUTFLOW= .1558E+01 BASIN STORAGE= .2827E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWA13-5 MANE 3.75 21.06 221.26 .72 5.00 20.69 220.00 .72
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1493E+01 EXCESS= .0000E+00 OUTFLOW= .1493E+01 BASIN STORAGE= .2866E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWA13-5 MANE 3.78 20.11 223.28 .68 5.00 20.00 220.00 .69
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1425E+01 EXCESS= .0000E+00 OUTFLOW= .1425E+01 BASIN STORAGE= .2816E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDCWA13 MANE 5.00 241.76 240.00 .33 5.00 241.76 240.00 .33
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2444E+02 EXCESS= .0000E+00 OUTFLOW= .2444E+02 BASIN STORAGE= .5411E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RDCWA13 MANE 5.00 236.02 240.00 .32 5.00 236.02 240.00 .32
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2388E+02 EXCESS= .0000E+00 OUTFLOW= .2389E+02 BASIN STORAGE= .5397E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RDCWA13 MANE 5.00 226.31 240.00 .31 5.00 226.31 240.00 .31
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2296E+02 EXCESS= .0000E+00 OUTFLOW= .2297E+02 BASIN STORAGE= .5408E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RDCWA13 MANE 5.00 214.02 240.00 .30 5.00 214.02 240.00 .30
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2200E+02 EXCESS= .0000E+00 OUTFLOW= .2200E+02 BASIN STORAGE= .5418E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RDCWA13 MANE 5.00 102.52 245.00 .14 5.00 102.52 245.00 .14
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1029E+02 EXCESS= .0000E+00 OUTFLOW= .1030E+02 BASIN STORAGE= .5707E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RDCWA13 MANE 5.00 100.77 245.00 .14 5.00 100.77 245.00 .14
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1005E+02 EXCESS= .0000E+00 OUTFLOW= .1006E+02 BASIN STORAGE= .5630E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RDCWA13 MANE 5.00 96.23 245.00 .13 5.00 96.23 245.00 .13
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9628E+01 EXCESS= .0000E+00 OUTFLOW= .9635E+01 BASIN STORAGE= .5435E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RDCWA13 MANE 5.00 91.34 245.00 .12 5.00 91.34 245.00 .12
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9187E+01 EXCESS= .0000E+00 OUTFLOW= .9194E+01 BASIN STORAGE= .5257E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCWA15-3 MANE 1.40 31.36 217.88 2.11 5.00 31.27 220.00 2.11
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2477E+01 EXCESS= .0000E+00 OUTFLOW= .2477E+01 BASIN STORAGE= .6278E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA15-3 MANE 1.41 30.79 218.02 2.07 5.00 30.70 220.00 2.07
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2430E+01 EXCESS= .0000E+00 OUTFLOW= .2430E+01 BASIN STORAGE= .6189E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA15-3 MANE 1.42 29.89 217.84 2.00 5.00 29.79 220.00 2.01
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2352E+01 EXCESS= .0000E+00 OUTFLOW= .2352E+01 BASIN STORAGE= .6486E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA15-3 MANE 1.44 28.93 217.70 1.94 5.00 28.88 220.00 1.94
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2274E+01 EXCESS= .0000E+00 OUTFLOW= .2274E+01 BASIN STORAGE= .6646E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA15-3 MANE 1.85 15.50 221.52 1.00 5.00 15.50 220.00 1.00
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1174E+01 EXCESS= .0000E+00 OUTFLOW= .1174E+01 BASIN STORAGE= .6412E-03 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCWA15-3 MANE 1.86 15.21 219.50 .98 5.00 15.20 220.00 .98
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1150E+01 EXCESS= .0000E+00 OUTFLOW= .1150E+01 BASIN STORAGE= .6717E-03 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCWA15-3 MANE 1.89 14.73 218.76 .95 5.00 14.65 220.00 .95
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1109E+01 EXCESS= .0000E+00 OUTFLOW= .1109E+01 BASIN STORAGE= .6667E-03 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RCWA15-3 MANE 1.91 14.12 220.21 .91 5.00 14.12 220.00 .91
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1065E+01 EXCESS= .0000E+00 OUTFLOW= .1065E+01 BASIN STORAGE= .6293E-03 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RWA15-1 MANE 1.06 147.14 226.90 1.79 5.00 146.75 230.00 1.79
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1384E+02 EXCESS= .0000E+00 OUTFLOW= .1384E+02 BASIN STORAGE= .1936E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWA15-1 MANE 1.07 144.19 227.01 1.75 5.00 143.75 230.00 1.75
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1355E+02 EXCESS= .0000E+00 OUTFLOW= .1355E+02 BASIN STORAGE= .1880E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWA15-1 MANE 1.08 139.16 226.87 1.69 5.00 138.89 230.00 1.69
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1306E+02 EXCESS= .0000E+00 OUTFLOW= .1306E+02 BASIN STORAGE= .1876E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWA15-1 MANE 1.09 134.15 226.78 1.63 5.00 134.02 230.00 1.63
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1258E+02 EXCESS= .0000E+00 OUTFLOW= .1258E+02 BASIN STORAGE= .1836E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWA15-1 MANE 1.30 64.54 230.42 .76 5.00 64.47 230.00 .76
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5888E+01 EXCESS= .0000E+00 OUTFLOW= .5888E+01 BASIN STORAGE= .1814E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWA15-1 MANE 1.31 63.06 230.44 .74 5.00 62.99 230.00 .74
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5750E+01 EXCESS= .0000E+00 OUTFLOW= .5749E+01 BASIN STORAGE= .1954E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWA15-1 MANE 1.32 60.48 230.21 .71 5.00 60.44 230.00 .71
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5509E+01 EXCESS= .0000E+00 OUTFLOW= .5509E+01 BASIN STORAGE= .1809E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RWA15-1 MANE 1.34 57.72 230.22 .68 5.00 57.68 230.00 .68
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5253E+01 EXCESS= .0000E+00 OUTFLOW= .5253E+01 BASIN STORAGE= .1935E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA15-2 MANE .98 160.13 226.61 1.80 5.00 159.19 230.00 1.80
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1538E+02 EXCESS= .0000E+00 OUTFLOW= .1537E+02 BASIN STORAGE= .1018E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA15-2 MANE .98 156.90 226.55 1.76 5.00 155.98 230.00 1.76
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1505E+02 EXCESS= .0000E+00 OUTFLOW= .1505E+02 BASIN STORAGE= .1019E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA15-2 MANE .99 151.50 227.18 1.70 5.00 150.79 230.00 1.70
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1451E+02 EXCESS= .0000E+00 OUTFLOW= .1451E+02 BASIN STORAGE= .1063E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA15-2 MANE .99 146.10 226.86 1.64 5.00 145.50 230.00 1.64
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1398E+02 EXCESS= .0000E+00 OUTFLOW= .1397E+02 BASIN STORAGE= .1096E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA15-2 MANE 1.15 70.27 230.37 .77 5.00 70.26 230.00 .77
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6568E+01 EXCESS= .0000E+00 OUTFLOW= .6567E+01 BASIN STORAGE= .1098E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA15-2 MANE 1.16 68.68 230.28 .75 5.00 68.66 230.00 .75
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6415E+01 EXCESS= .0000E+00 OUTFLOW= .6414E+01 BASIN STORAGE= .1100E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA15-2 MANE 1.17 65.92 229.84 .72 5.00 65.91 230.00 .72
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6147E+01 EXCESS= .0000E+00 OUTFLOW= .6147E+01 BASIN STORAGE= .1056E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA15-2 MANE 1.18 62.89 229.61 .69 5.00 62.88 230.00 .69
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5864E+01 EXCESS= .0000E+00 OUTFLOW= .5863E+01 BASIN STORAGE= .1061E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA15-5 MANE .89 207.53 225.29 1.85 5.00 207.33 225.00 1.85
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2037E+02 EXCESS= .0000E+00 OUTFLOW= .2037E+02 BASIN STORAGE= .8928E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA15-5 MANE .90 203.45 225.28 1.82 5.00 203.25 225.00 1.82
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1995E+02 EXCESS= .0000E+00 OUTFLOW= .1995E+02 BASIN STORAGE= .8835E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA15-5 MANE .91 196.69 225.63 1.75 5.00 196.41 225.00 1.75
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1925E+02 EXCESS= .0000E+00 OUTFLOW= .1925E+02 BASIN STORAGE= .8514E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA15-5 MANE .93 189.77 225.12 1.69 5.00 189.68 225.00 1.69
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1855E+02 EXCESS= .0000E+00 OUTFLOW= .1855E+02 BASIN STORAGE= .8930E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA15-5 MANE 1.23 92.84 225.54 .81 5.00 92.53 225.00 .81
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8877E+01 EXCESS= .0000E+00 OUTFLOW= .8877E+01 BASIN STORAGE= .8944E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA15-5 MANE 1.24 90.92 226.35 .79 5.00 90.54 225.00 .79
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8676E+01 EXCESS= .0000E+00 OUTFLOW= .8676E+01 BASIN STORAGE= .8543E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA15-5 MANE 1.26 87.40 226.19 .76 5.00 86.95 225.00 .76
CONTINUITY SUMMARY (AC-FT) - INFLOW= .8325E+01 EXCESS= .0000E+00 OUTFLOW= .8326E+01 BASIN STORAGE= .8526E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA15-5 MANE 1.29 83.49 226.45 .72 5.00 83.07 225.00 .72
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7952E+01 EXCESS= .0000E+00 OUTFLOW= .7952E+01 BASIN STORAGE= .8797E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA15-6 MANE .41 248.44 220.66 1.84 5.00 247.28 220.00 1.84
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2390E+02 EXCESS= .0000E+00 OUTFLOW= .2390E+02 BASIN STORAGE= .4298E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA15-6 MANE .42 243.38 220.84 1.81 5.00 242.31 220.00 1.81
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2340E+02 EXCESS= .0000E+00 OUTFLOW= .2340E+02 BASIN STORAGE= .4229E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA15-6 MANE .42 235.07 220.56 1.74 5.00 233.93 220.00 1.74
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2258E+02 EXCESS= .0000E+00 OUTFLOW= .2258E+02 BASIN STORAGE= .4235E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA15-6 MANE .43 226.82 220.76 1.68 5.00 225.68 220.00 1.68
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2175E+02 EXCESS= .0000E+00 OUTFLOW= .2175E+02 BASIN STORAGE= .4161E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA15-6 MANE .57 110.25 225.02 .80 5.00 110.24 225.00 .80
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1037E+02 EXCESS= .0000E+00 OUTFLOW= .1037E+02 BASIN STORAGE= .4245E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA15-6 MANE .57 107.84 225.27 .78 5.00 107.82 225.00 .78
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1014E+02 EXCESS= .0000E+00 OUTFLOW= .1014E+02 BASIN STORAGE= .4170E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA15-6 MANE .58 103.55 225.43 .75 5.00 103.54 225.00 .75
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9727E+01 EXCESS= .0000E+00 OUTFLOW= .9727E+01 BASIN STORAGE= .4143E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA15-6 MANE .59 98.96 225.40 .72 5.00 98.93 225.00 .72
CONTINUITY SUMMARY (AC-FT) - INFLOW= .9288E+01 EXCESS= .0000E+00 OUTFLOW= .9288E+01 BASIN STORAGE= .4270E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCWA15- MANE 1.33 357.73 221.60 1.76 5.00 354.17 225.00 1.76
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3191E+02 EXCESS= .0000E+00 OUTFLOW= .3191E+02 BASIN STORAGE= .1716E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCWA15- MANE 1.35 350.49 222.06 1.72 5.00 347.36 225.00 1.72
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3123E+02 EXCESS= .0000E+00 OUTFLOW= .3123E+02 BASIN STORAGE= .1741E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCWA15- MANE 1.36 338.44 222.46 1.66 5.00 335.79 225.00 1.66
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3009E+02 EXCESS= .0000E+00 OUTFLOW= .3009E+02 BASIN STORAGE= .1744E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCWA15- MANE 1.38 326.75 221.53 1.60 5.00 323.86 225.00 1.60
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2897E+02 EXCESS= .0000E+00 OUTFLOW= .2897E+02 BASIN STORAGE= .1740E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCWA15- MANE 1.85 157.30 224.24 .75 5.00 157.13 225.00 .75
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1352E+02 EXCESS= .0000E+00 OUTFLOW= .1353E+02 BASIN STORAGE= .1605E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCWA15- MANE 1.87 153.76 222.54 .73 5.00 153.62 225.00 .73
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1321E+02 EXCESS= .0000E+00 OUTFLOW= .1321E+02 BASIN STORAGE= .1542E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCWA15- MANE 1.90 147.50 224.32 .70 5.00 147.36 225.00 .70
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1265E+02 EXCESS= .0000E+00 OUTFLOW= .1265E+02 BASIN STORAGE= .1746E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCCWA15- MANE 1.94 140.77 224.61 .66 5.00 140.72 225.00 .66
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1205E+02 EXCESS= .0000E+00 OUTFLOW= .1205E+02 BASIN STORAGE= .1595E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA15-1 MANE .82 365.50 221.84 1.76 5.00 365.29 225.00 1.76
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3290E+02 EXCESS= .0000E+00 OUTFLOW= .3290E+02 BASIN STORAGE= .9647E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA15-1 MANE .83 358.10 224.40 1.72 5.00 358.05 225.00 1.72
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3219E+02 EXCESS= .0000E+00 OUTFLOW= .3219E+02 BASIN STORAGE= .1033E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA15-1 MANE .84 346.27 224.94 1.66 5.00 346.21 225.00 1.66
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3103E+02 EXCESS= .0000E+00 OUTFLOW= .3103E+02 BASIN STORAGE= .1052E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA15-1 MANE .85 333.94 224.80 1.60 5.00 333.80 225.00 1.60
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2986E+02 EXCESS= .0000E+00 OUTFLOW= .2986E+02 BASIN STORAGE= .1039E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA15-1 MANE 1.14 161.52 226.09 .74 5.00 161.08 225.00 .74
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1391E+02 EXCESS= .0000E+00 OUTFLOW= .1391E+02 BASIN STORAGE= .9937E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA15-1 MANE 1.15 157.76 225.84 .73 5.00 157.34 225.00 .73
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1359E+02 EXCESS= .0000E+00 OUTFLOW= .1359E+02 BASIN STORAGE= .1041E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA15-1 MANE 1.17 151.46 226.12 .69 5.00 150.97 225.00 .70
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1301E+02 EXCESS= .0000E+00 OUTFLOW= .1301E+02 BASIN STORAGE= .1033E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA15-1 MANE 1.19 144.34 225.56 .66 5.00 143.85 225.00 .66
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1240E+02 EXCESS= .0000E+00 OUTFLOW= .1240E+02 BASIN STORAGE= .9876E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RVG07-1 MANE 5.00 104.59 235.00 1.56 5.00 104.59 235.00 1.56
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7290E+01 EXCESS= .0000E+00 OUTFLOW= .7302E+01 BASIN STORAGE= .3256E-02 PERCENT ERROR= -.2
FOR PLAN = 1 RATIO= .00
RVG07-1 MANE 5.00 102.31 235.00 1.52 5.00 102.31 235.00 1.52
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7122E+01 EXCESS= .0000E+00 OUTFLOW= .7133E+01 BASIN STORAGE= .3143E-02 PERCENT ERROR= -.2
FOR PLAN = 1 RATIO= .00
RVG07-1 MANE 5.00 98.50 235.00 1.46 5.00 98.50 235.00 1.46
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6842E+01 EXCESS= .0000E+00 OUTFLOW= .6854E+01 BASIN STORAGE= .3093E-02 PERCENT ERROR= -.2
FOR PLAN = 1 RATIO= .00
RVG07-1 MANE 5.00 94.62 235.00 1.40 5.00 94.62 235.00 1.40
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6565E+01 EXCESS= .0000E+00 OUTFLOW= .6574E+01 BASIN STORAGE= .3270E-02 PERCENT ERROR= -.2
FOR PLAN = 1 RATIO= .00
RVG07-1 MANE 4.75 40.70 237.50 .60 5.00 40.28 240.00 .60
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2825E+01 EXCESS= .0000E+00 OUTFLOW= .2834E+01 BASIN STORAGE= .3939E-02 PERCENT ERROR= -.5
FOR PLAN = 1 RATIO= .00
RVG07-1 MANE 4.75 39.59 237.50 .59 5.00 39.25 240.00 .59
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2750E+01 EXCESS= .0000E+00 OUTFLOW= .2759E+01 BASIN STORAGE= .3860E-02 PERCENT ERROR= -.5
FOR PLAN = 1 RATIO= .00
RVG07-1 MANE 5.00 39.44 240.00 .56 5.00 39.44 240.00 .56
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2623E+01 EXCESS= .0000E+00 OUTFLOW= .2633E+01 BASIN STORAGE= .3220E-02 PERCENT ERROR= -.5
FOR PLAN = 1 RATIO= .00
RVG07-1 MANE 5.00 37.60 240.00 .53 5.00 37.60 240.00 .53
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2486E+01 EXCESS= .0000E+00 OUTFLOW= .2496E+01 BASIN STORAGE= .3158E-02 PERCENT ERROR= -.5
FOR PLAN = 1 RATIO= .00
RVG07 MANE 1.04 257.91 232.26 1.15 5.00 257.10 235.00 1.15
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2178E+02 EXCESS= .0000E+00 OUTFLOW= .2178E+02 BASIN STORAGE= .1210E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RVG07 MANE 1.04 250.89 233.59 1.12 5.00 250.45 235.00 1.12
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2119E+02 EXCESS= .0000E+00 OUTFLOW= .2119E+02 BASIN STORAGE= .1229E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RVG07 MANE 1.05 239.68 234.67 1.07 5.00 239.40 235.00 1.07
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2023E+02 EXCESS= .0000E+00 OUTFLOW= .2023E+02 BASIN STORAGE= .1200E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RVG07 MANE 1.06 228.54 234.73 1.02 5.00 228.37 235.00 1.02
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1927E+02 EXCESS= .0000E+00 OUTFLOW= .1927E+02 BASIN STORAGE= .1251E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RVG07 MANE 1.31 79.57 239.89 .37 5.00 79.57 240.00 .37
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7035E+01 EXCESS= .0000E+00 OUTFLOW= .7034E+01 BASIN STORAGE= .1354E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RVG07 MANE 1.32 76.98 240.10 .36 5.00 76.94 240.00 .36
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6808E+01 EXCESS= .0000E+00 OUTFLOW= .6807E+01 BASIN STORAGE= .1277E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RVG07 MANE 1.33 74.43 240.25 .34 5.00 74.25 240.00 .34
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6423E+01 EXCESS= .0000E+00 OUTFLOW= .6423E+01 BASIN STORAGE= .1231E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RVG07 MANE 1.34 69.74 240.55 .32 5.00 69.24 240.00 .32
CONTINUITY SUMMARY (AC-FT) - INFLOW= .6012E+01 EXCESS= .0000E+00 OUTFLOW= .6011E+01 BASIN STORAGE= .1294E-03 PERCENT ERROR= .0
*** NORMAL END OF HEC-1 ***