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 08:25:41 * * (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 = MAINLINE.DAT
4 ID INPUT FILE DATE = APRIL 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
21 ID SQ. MI.
22 ID 0-0.5 0.99
23 ID 0.5-1 0.975
24 ID 1-2 0.95
25 ID 2-3 0.925
26 ID 3-4 0.915
27 ID
28 IT 5 0 0 300
29 IO 5 0 0
30 IN 5 0 0
31 JR PREC 0.99 0.975 0.95 0.925 0.915
*
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-C
113 KM FACILITY = FREEWAY CHANNEL
114 KM FACILITY # = LV15 0528
115 KM LINING = RCB
116 RD 4625 0.0119 0.015 0 TRAP 8 0
*
117 KK WA13-C
118 BA 0.368
119 PB 2.77
120 LS 0 90.0
121 UD 0.544
*
1 HEC-1 INPUT PAGE 4
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
122 KK CWA13-C
123 KM COMBINE RCWA10NW AND WA13-C
124 KM RANCHO DRIVE AND WASHINGTON
125 HC 2
*
126 KK DCWA13
127 KM FLOW SPLIT TO SOUTHWEST CENTRAL BASIN
128 KM RANCHO AND WASHINGTON
129 KM REFERENCED FROM US-95 WIDENING PROJECT
130 KM FINAL OVERALL PROJECT DRAINAGE DESIGN REPORT BY VTN (MAY 2003)
131 DT WA13SE
132 DI 0 500 812 1000 1200
133 DQ 0 360 585 720 865
*
134 KK RDCWA13
135 KM ROUTE DCWA13 TO CWA15A-C
136 KM FACILITY = FREEWAY CHANNEL
137 KM FACILITY # = LV15 0474, 0424
138 KM LINING = RCB
139 RD 5380 0.0073 0.015 0 TRAP 8 0
*
140 KK WA15A-C
141 BA 0.426
142 PB 2.77
143 LS 0 90.6
144 UD 0.633
*
145 KKCWA15A-C
146 KM COMBINE RDCWA13 AND WA15A-C
147 KM MARTIN LUTHER KING AND WASHINGTON
148 HC 2
*
149 KK VG07
150 BA 0.354
151 PB 2.77
152 LS 0 81.3
153 UD 0.483
*
154 KK RVG07
155 KM ROUTE VG07 TO CVG07
156 KM MARTIN LUTHER KING
157 RD 850 0.005 0.013 0 CIRC 6 0
*
1 HEC-1 INPUT PAGE 5
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
158 KK CVG07
159 KM COMBINE RVG07 AND CWA20-C
160 KM MARTIN LUTHER KING AND WASHINGTON
161 HC 2
*
162 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-C
. .
. .
122 CWA13-C............
.
.
131 .-------> WA13SE
126 DCWA13
V
V
134 RDCWA13
.
.
140 . WA15A-C
. .
. .
145 CWA15A-C............
.
.
149 . VG07
. V
. V
154 . RVG07
. .
. .
158 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 08:25:41 * * (916) 756-1104 *
* * * *
***************************************** ***************************************
WASHINGTON AVENUE STORM DRAIN
INPUT FILE = MAINLINE.DAT
INPUT FILE DATE = APRIL 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
SQ. MI.
0-0.5 0.99
0.5-1 0.975
1-2 0.95
2-3 0.925
3-4 0.915
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 .92
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
.99 .98 .95 .93 .92
HYDROGRAPH AT
+ OG011AC2 .12 1 FLOW 157. 154. 149. 144. 142.
TIME 3.67 3.67 3.67 3.67 3.67
DIVERSION TO
+ OG011D .12 1 FLOW 112. 109. 104. 99. 97.
TIME 3.67 3.67 3.67 3.67 3.67
HYDROGRAPH AT
+ OG011AD .12 1 FLOW 45. 45. 45. 45. 45.
TIME 3.33 3.33 3.33 3.33 3.33
ROUTED TO
+ ROG011AD .12 1 FLOW 46. 46. 46. 46. 46.
TIME 3.58 3.58 3.58 3.58 3.58
HYDROGRAPH AT
+ WA01-C .19 1 FLOW 222. 217. 209. 201. 198.
TIME 3.67 3.67 3.67 3.67 3.67
2 COMBINED AT
+ CWA01-C .31 1 FLOW 266. 261. 253. 245. 242.
TIME 3.67 3.67 3.67 3.67 3.67
ROUTED TO
+ RCWA01-C .31 1 FLOW 267. 263. 255. 247. 244.
TIME 3.83 3.83 3.83 3.83 3.83
HYDROGRAPH AT
+ WA04-C .20 1 FLOW 168. 165. 158. 152. 149.
TIME 3.83 3.83 3.83 3.83 3.83
2 COMBINED AT
+ CWA04-C .51 1 FLOW 436. 427. 413. 399. 394.
TIME 3.83 3.83 3.83 3.83 3.83
ROUTED TO
+ RCWA04-C .51 1 FLOW 427. 419. 412. 392. 386.
TIME 3.92 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ WA09-C .11 1 FLOW 120. 117. 113. 109. 108.
TIME 3.75 3.75 3.75 3.75 3.75
2 COMBINED AT
+ CWA09-C .63 1 FLOW 536. 526. 515. 492. 484.
TIME 3.92 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ WA10-C .40 1 FLOW 301. 294. 283. 272. 268.
TIME 4.00 4.00 4.00 4.00 4.00
DIVERSION TO
+ WA10SE .40 1 FLOW 250. 250. 250. 250. 250.
TIME 3.83 3.83 3.83 3.83 3.92
HYDROGRAPH AT
+ WA10D .40 1 FLOW 51. 44. 33. 22. 18.
TIME 4.00 4.00 4.00 4.00 4.00
2 COMBINED AT
+ CWA10NW 1.02 1 FLOW 584. 568. 546. 512. 500.
TIME 3.92 3.92 3.92 3.92 3.92
ROUTED TO
+ RCWA10NW 1.02 1 FLOW 574. 560. 536. 502. 491.
TIME 3.92 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ WA13-C .37 1 FLOW 296. 290. 280. 269. 265.
TIME 4.00 4.00 4.00 4.00 4.00
2 COMBINED AT
+ CWA13-C 1.39 1 FLOW 866. 845. 812. 767. 752.
TIME 3.92 3.92 3.92 3.92 3.92
DIVERSION TO
+ WA13SE 1.39 1 FLOW 624. 609. 585. 552. 542.
TIME 3.92 3.92 3.92 3.92 3.92
HYDROGRAPH AT
+ DCWA13 1.39 1 FLOW 242. 236. 227. 214. 210.
TIME 3.92 3.92 3.92 3.92 3.92
ROUTED TO
+ RDCWA13 1.39 1 FLOW 244. 238. 229. 216. 212.
TIME 4.00 4.00 4.00 4.00 4.00
HYDROGRAPH AT
+ WA15A-C .43 1 FLOW 320. 313. 303. 292. 288.
TIME 4.08 4.08 4.08 4.08 4.08
2 COMBINED AT
+ CWA15A-C 1.82 1 FLOW 559. 547. 526. 504. 496.
TIME 4.00 4.00 4.00 4.08 4.08
HYDROGRAPH AT
+ VG07 .35 1 FLOW 203. 198. 188. 179. 176.
TIME 3.92 3.92 3.92 3.92 3.92
ROUTED TO
+ RVG07 .35 1 FLOW 202. 197. 188. 179. 175.
TIME 4.00 4.00 4.00 4.00 4.00
2 COMBINED AT
+ CVG07 2.17 1 FLOW 761. 743. 714. 682. 670.
TIME 4.00 4.00 4.00 4.00 4.00
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 3.50 47.52 213.50 1.16 5.00 46.35 215.00 1.16
CONTINUITY SUMMARY (AC-FT) - INFLOW= .7434E+01 EXCESS= .0000E+00 OUTFLOW= .7437E+01 BASIN STORAGE= .1826E-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 5.00 244.47 230.00 1.35 5.00 244.47 230.00 1.35
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2265E+02 EXCESS= .0000E+00 OUTFLOW= .2267E+02 BASIN STORAGE= .2749E-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 4.39 387.00 232.57 1.35 5.00 385.64 235.00 1.35
CONTINUITY SUMMARY (AC-FT) - INFLOW= .3686E+02 EXCESS= .0000E+00 OUTFLOW= .3686E+02 BASIN STORAGE= .5480E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA10NW MANE 2.63 579.01 236.25 .98 5.00 574.29 235.00 .98
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5358E+02 EXCESS= .0000E+00 OUTFLOW= .5358E+02 BASIN STORAGE= .3854E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA10NW MANE 2.65 563.63 236.28 .96 5.00 559.50 235.00 .96
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5233E+02 EXCESS= .0000E+00 OUTFLOW= .5233E+02 BASIN STORAGE= .3726E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA10NW MANE 2.70 540.08 237.34 .92 5.00 536.35 235.00 .92
CONTINUITY SUMMARY (AC-FT) - INFLOW= .5026E+02 EXCESS= .0000E+00 OUTFLOW= .5026E+02 BASIN STORAGE= .3763E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA10NW MANE 2.77 504.84 238.08 .88 5.00 501.70 235.00 .88
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4801E+02 EXCESS= .0000E+00 OUTFLOW= .4801E+02 BASIN STORAGE= .3880E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RCWA10NW MANE 2.79 495.22 237.57 .86 5.00 490.89 235.00 .86
CONTINUITY SUMMARY (AC-FT) - INFLOW= .4716E+02 EXCESS= .0000E+00 OUTFLOW= .4716E+02 BASIN STORAGE= .4104E-02 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RDCWA13 MANE 5.00 243.94 240.00 .33 5.00 243.94 240.00 .33
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2459E+02 EXCESS= .0000E+00 OUTFLOW= .2460E+02 BASIN STORAGE= .5710E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RDCWA13 MANE 5.00 237.99 240.00 .32 5.00 237.99 240.00 .32
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2403E+02 EXCESS= .0000E+00 OUTFLOW= .2404E+02 BASIN STORAGE= .5689E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RDCWA13 MANE 5.00 228.52 240.00 .31 5.00 228.52 240.00 .31
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2313E+02 EXCESS= .0000E+00 OUTFLOW= .2314E+02 BASIN STORAGE= .5651E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RDCWA13 MANE 5.00 215.87 240.00 .30 5.00 215.87 240.00 .30
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2215E+02 EXCESS= .0000E+00 OUTFLOW= .2216E+02 BASIN STORAGE= .5615E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RDCWA13 MANE 5.00 211.62 240.00 .29 5.00 211.62 240.00 .29
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2178E+02 EXCESS= .0000E+00 OUTFLOW= .2179E+02 BASIN STORAGE= .5598E-02 PERCENT ERROR= -.1
FOR PLAN = 1 RATIO= .00
RVG07 MANE 1.09 203.08 237.14 1.14 5.00 202.25 240.00 1.14
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2146E+02 EXCESS= .0000E+00 OUTFLOW= .2146E+02 BASIN STORAGE= .1294E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RVG07 MANE 1.09 197.50 237.37 1.11 5.00 196.79 240.00 1.11
CONTINUITY SUMMARY (AC-FT) - INFLOW= .2088E+02 EXCESS= .0000E+00 OUTFLOW= .2087E+02 BASIN STORAGE= .1200E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RVG07 MANE 1.10 188.32 237.44 1.05 5.00 187.77 240.00 1.05
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1991E+02 EXCESS= .0000E+00 OUTFLOW= .1991E+02 BASIN STORAGE= .1259E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RVG07 MANE 1.12 179.21 237.59 1.00 5.00 178.86 240.00 1.00
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1895E+02 EXCESS= .0000E+00 OUTFLOW= .1895E+02 BASIN STORAGE= .1288E-03 PERCENT ERROR= .0
FOR PLAN = 1 RATIO= .00
RVG07 MANE 1.12 175.62 237.45 .98 5.00 175.26 240.00 .98
CONTINUITY SUMMARY (AC-FT) - INFLOW= .1857E+02 EXCESS= .0000E+00 OUTFLOW= .1857E+02 BASIN STORAGE= .1295E-03 PERCENT ERROR= .0
*** NORMAL END OF HEC-1 ***