HomeMy WebLinkAbout3151; Encinas Creek Bridge; Hydraulic and Hydrology Study for Encinas Creek; 1987-09-03HYDRAULIC ANO HYDROLOGIC STUDY
for
ENCINAS CREEK
CARLSBAD CALIFORNIA
PROJECT NUMBER 3151
September 3, 1987
Prepared
by
POUNTNEY & ASSOCIATES. INC.
CONSULTING ENGINEERS
4455 Murphy Canyon Road, Suite 200
San Diego, CA 92123
(619)576-9200
PWO# 268-01-3
®1987 POUNTNEY & ASSOCIATES. INC,
TABLE OF CONTENTS
INTRODUCTION 1
CRITERIA AND METHODOLOGY 1
SUMMARY OF RESULTS 2
HEC-1 DRAINAGE BASIN MAP 4
HEC-1 COMPUTER RUN APPENDIX A
HEC-2 COMPUTER RUN APPENDIX B
HEC-2 CROSS SECTION LOCATION MAPS MAP POCKET
INTRODUCTION
The purpose of this study is to determine the impact from runoff generated by a 100 year
storm event in Encinas Creek on the proposed improvements to Palomar Airport Road.
Encinas Creek is located just south of Palomar Airport Road in the City of Carlsbad, The
proposed improvement drawings are titled Assessment District No. 86-1 plans for the
Improvements of: Palomar Airport Road; Project Number 3151.
The Army Corps of Engineers' HEC-1 was utilized to determine the tributary runoff. The
Corps' HEC-2 program was used to determine water surface elevations in Encinas Creek.
CRITERIA & METHODOLOGY
Rain fall runoff characteristics for the drainage basin tributary to Encinas Creek were
simulated using the Army Corps of Engineers' HEC-1 computer program. Input data including
sub-basin area, lag time, rain fall distribution, and infiltration rate was determined
from soils maps, topographic maps, Carlsbad General Plan and Zoning Maps, and field
observation.
Rain fall precipitation and distribution were developed following the County of San Diego
Hydrology Manual. The Soil Conservation Service (SCS) synthetic unit hydrograph was
utillzea to develop run off hydrographs at each sub-basin. Lag times for each sub-basin
were calculated using the modified Army Corps of Engineers' equation as outlined in the
County of San Oiego Hydrology Manual.
Infiltration losses were estimated using SCS curve numbers for each sub-basin. Estimates
of future land use were obtained from field investigation and the General Plan and Zoning
maps for the City of Carlsbad. Soil types were obtained from SCS soil maps for the County
of San Oiego.
The HEC-2 computer analysis begins approximately at Station 39 + OU of Palomar Airport
Road and continues upstream to Station 105 + 00. Determination of roughness coefficients,
cross section placement, and ineffective flow areas were based on topographic maping by
Zenith Aerial, Inc. dated October 3, 1987 and field investigation. The latest version of
the Army Corps of Engineers' HEC-2 computer program was used in this study.
- 1 -
SUMMARY OF RESULTS
m
The total tributary drainage basin is 3.3 square miles in area (see HEC-1 drainage basin
map, page 3). The 100 year runoff for the basin under study was 1747 C.F.S. The runoff
summary table below shows the break down of cummulative runnoff at each sub-basin
confluence point.
Velocities ranging from 1.4 feet per second (f.p.s.) to 11.8 f.p.s. were determined for
the creek. Rip rap protection will be shown on the proposed improvement plans to protect
any fill slopes which are submerged by creek runoff from a 100 year storm event. The
water surface elevations are shown on the HEC-2 plan sheets located in the map pocket and
are 1isted below.
RUNOFF SUMMARY
CUMMULATIVE CUMMULATIVE
BASIN NAME BASIN AREA RUNOFF
(sq. mi.) (C.f.S.)
Ml A 3.3 1747
B 2.33 1562
mm • C 1.73 1400
WATER SURFACE PROFILE SUMMARY
mm SECTION NUMBER WATER SURVACE ELEVATION VELOCITY RUNOFF
mm (feet) (f.p.s .} (c.f.s.
MM 100 49.7 3.0 1747
no 51.5 2.1 1747
120 54.0 2.2 1747
NHt 130 56.2 1.7 1747
140 58,0 3.3 1747
150 59.7 1.4 1747
160 60.7 2.7 1747
170 61.9 2.8 1747
•wm 180 64,6 7.8 1747
190 67.8 10.4 1747
200 70.8 3,6 1747
210 71.0 2.8 1747
— 220 71.5 3,5 1747
Ml 230 72.4 2.9 1562
240 74.1 6.0 1562
- 2 -
m SECTION NUMBER WATER SURVACE ELEVATION VELOCITY RUNOFF
(feet) (f.p.s.) (c.f.s
MH 250 76.8 4.2 1562
^ 260 78.2 5.1 1562
270 79.8 5.8 1562
mm 280 85.0 6.6 1562
290 93.9 7.6 1562
300 97.2 6.3 1562
m 310 97.8 2.0 1562
320 98.2 4,6 1400
mi 330 100.0 4.1 1400
340 101.5 4,7 1400
Mi 350 102.3 9.7 1400
360 103.9 11,8 1400
370 106.4 8.3 1400
w 371 106.1 11,4 1400
372 107.4 6.5 1400
•m 380 107.7 5.6 1400
390 108.2 5.1 1400
400 109.1 10.7 1400
410 111.0 5.8 1400
420 110.7 9.9 1400
- 3 -
ENCINAS CREEK
DRAINAGE BASIN
/ ;;;; ^ «
APPENDIX "A"
HEC-1
k L.A. DISTRICT HEC-1 PREPROCESSOK
* HARCH 1984
RUN DATE TI«E k
A k
^ fMkmHHkkkHmkkkmmmmmk
LLLLLL
-ID ENCINAS CSESK
A
A A
A A
A A
AAAAAAA
A A
A A
PPPPPP
P P
P P
PPPPPP
P
P
P
RRRRRS
R R
R R
RR&RRR
S R
R
EEEEEEE
E
E
EEEEE
E
E
1
11
1
1
1
1
R EEEEEEE III
'TINE INTERVAL IS 0 HS 2 HIN
KK C
AREA = 1.73 SQ.NI.
-KK ROUTE 2 B
KK B
ASEA = 0.60 SQ.NI.
-KK B+C
KK ROUTE 2 A
KK A • .AREA = 0.97 SQ,«I.
'KK A+BC
. i/^ noA n n /\n n n A A A A A n A 71 ?^ AT^T^ ;^7^ 717^?t 7!S
k k
X FLOOD HYDROGRAPH PACKAGE (HEC-1) k
^ FEBRUARY 1981 k
k REVISED 30 OCT 31 A
k
\ RUN DATE 31-A TIHE 11:1 k
k k
•AkkkkkkmkHkkkkkkkkkkkkkkkkJikkkitkkkkkkk
kftk^kkkAkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkk
U.S. ARHY CORPS OF ENGINEERS
THE HYDROLOGIC ENGINEERING CENTER
609 SECOND STREET
DAVIS, CALIFORNIA 95&16
(916) 440-3285 OR (FTS) 448-3285
kkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkk
X XXXXXXX XXXXX
X XX
X X X
XXXXXXX XXXX
X X X
X X X
X XXXXXXX XXXXX
X
X XX
X xxxxx X
X
X X xxx
THIS PROGRAM REPLACES AU PREVIOUS VERSIONS OF HEC-1 mm AS HECI (JAN 73), HECISS, HECIDB, AND HECIKU.
THE DEFDiniQNS OE VARIABLES -RIIHP- AND -RIIOR- HAVE CHAlffiED FRDH THOSE USED HUH IHE 1973-SnLE INPUT STRUCTURE.
THE DEFINIIIDN OE -AHSKK- ON RfKASD WAS CHANGED UITH REVISIONS DATED 28 SEP 81. SEE SEPTEHBER 1981 INPUT
DESCRIPTION FOR NK DECINniONS.
LINE c
kkk FREE kkk
ADIAGRAH
1 ID ENCINAS CREEK
2 IT ^* 01JAN81 0. 200.
3 10 1. 2.
KK C
5 BA 1.73
6 IN 15. OlJANSl
^ 7 PB 2.9
8 PI 0. .0175 .0175 .0225 .0225
« 9 PI .185 .05 .05 .04 .04
10 PI .02 .02 .02 .02 .02
U LS 0. 93. 0,
12 UD .48
mm 13 KK R0UTE2 B
14 RS 1. STOR -1. 0.
- 15 RC .04 .06 .04 2100. .01
16 RX 0. 12. 473. 494. 515.
RY 84.8 78.8 76. 69.5 80.
...6 7 .8 9 10
.0275 .0275 .0475 ,0475 .185
.0275 .0275 .0225 .0225 .02
84.8
570. 606. 607.
81.3 81.6 81.6
18 KK B
19 BA .60
20 LS 0. 91. 0.
21 UD .18
22 KK B+C
23 HC 2.
24 KK R0UTE2 A
25 RS 1. STOR -1. 0.
26 8C .04 .05 .04 4000. .005 72.
27 RX 0. 24. SO. 110. 380. 413. 450. 454.
28 RY 71.7 60. 59.8 57.8 59,5 60. 72. 74.
29 KK A
30 BA .97
31 LS 0. 87; 0.
32 UD .312
33 KK A+BC
34 HC 2.
35 ZZ
INPUT
. LINE
NO.
SCHEMATIC DIAGRAM OF STREAH NETWORK
13
• 18
22
24
29
(V) ROUTING
(.) CONNECTOR
C
y
V
ROUTE
B+C.
V
V
ROUTE
(™» DIVERSION
«—) RETURN OF DIVERTED FLOW
33 A+BC
RUNOFF ALSO COMPUTED AT THIS LOCATION
ift*HiiHtAi>i^iiii^^^-^±U-hkkkki^kkkAkkkkkkkkkkkk
„k A
FLOOD HYDROGRAPH PACKAGE (HEC-1) k
FEBRUARY 1981 k
k REVISED 30 OCT 31 k
k
. RUN DATE 31-A TIME 11:1 A
k A
Mkkkkmkkkkkmk^kkkkkkmkkkkHkkkkk
?:AAAAKAAAM!^;^A)*«AAAKAAAAA*A«AAAJ^AAAAAAA
U.S. ARMY CORPS OF ENGINEERS
THE HYDROLOGIC ENGINEERING CENTER
609 SECOND STREET
DAVIS, CALIFORNIA 95616
(916) 440-3285 OR (HS) 448-3285
kkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkk
3 10
IT
ENCINAS CREEK
OUTPUT CONTROL VARIABUS
IPWil 1 PRINT CONTROL
IPLOT 2 PLOT CONTROL
OSCAL 0. HYDROGRAPH PLOT SCALE
HYDROGRAPH TIME DATA
NMIN 2 MINUTES IN COMPUTATION INTERVAL
IDAH 1JAN81 STARTING DATE
ITIME 0000 STARTING TIME
m 200 NUMBER OE HYDROGRAPH ORDINATES
NDDATE 1JAN81 mm DATE
NDTIHE 0638 ENDING TIHE
COMPUTATION INTERVAL
TOTAL TIME BASE
0.03 HKIRS
6.63 HOURS
ENGLISH UNITS
DRAINAGE AREA
PRECIPnATION DEPTH
LENGTH, ELEVATKUl
FLOU
STOSAGE VOLUME
SURFACE AREA
TEMPERATURE
mjm HOES
INCHES
FEET
CUBIC FEET PER SEC(^
ACSE-FEEI
ACRES
DEGREES FAHRENHEIT
jckkkkmkkkmmkHcmkkkkkkmkkkkkkkkkkHkitkk^k^kiAm
4 KK
k k
k C k
k k
kkAkkkkkAkkk kk
6 IN TIME DATA FOR INPUT TIME SERIES
JXMIN 15 TIME INTERVAL IN MINUTES
JXDAH 1JAN81 STARTING DATE
JXTIME 0 STARTING TDfE
SUBBASIN RUNOFF DATA
-M 5 BA SUBBASIN CHARACTERISTICS
TAREA 1.73 SUBBASIN AREA
7 PB
PRECIPITATION DATA
STORM 2.90 BASIN TOTAL PRECIPITATION
:t>l<l
11 LS
0.00
0.00
0.00
0.00
0.00
0.00
0.01
0.02
0.02
0.01
0.01
0.01
0.00
0.00
0.00
0.00
0.00
0.00
0.00
SCS LOSS RATE
STRTL
CRVNBR
RTIMP
0.00
0.00
0.00
0.00
0.00
0.00
0.01
0.02
0.02
0.01
0.01
0.01
0.00
0.00
0.00
0.00
0.00
0.00
0.00
O.OO
0.00
0.00
0.00
0.00
0.00
0.01
0.02
0.02
0.01
0,01
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.01
0.01
0.02
0.01
0.01
0.01
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.01
0.01
0.02
O.OI
0,01
0.01
0.00
0,00
0.00
0.00
0.00
0.00
0.00
0.00
0.15 INniAL ABSTRACTION
93.00 CURVE NUMBER
0.00 PERCENT IMPERVIOUS AREA
0.00
0.00
0.00
0.00
0.00
0.01
0,01
0.02
0.01
0.01
0.01
0.00
0.00
0.00
0.00
0.00
0,00
0,00
0.00
0.00
0.00
0.00
0.00
0.00
0.01
0.01
0.02
0.01
0.01
0.01
0.00
0.00
0.00
0.00
0.00
0.00
0,00
0,00
0.00
0,00
0.00
0.00
0.00
0,01
0.02
0.02
0.01
0.01
0.01
0.00
0.00
0,00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.01
0.02
0.02
0.01
0,01
0.01
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.01
0.02
0.02
0.01
0.01
0.01
0,00
0.00
0.00
0.00
0,00
0.00
0.00
12 UD SCS DQfENSIONLESS UNITGRAPH
TLAG 0.48 LAG
kkk
UNH HYDROGRAPH
74 END-OF-PERIOD ORBINAIES
34. 91. 170. 272. 392. 529. 710. 909. 1121. 1302.
1451. 1570. 1638. 1673. 1682. 1670. 1625. 1555. 1476. 1390.
1297. 1184. 1056. 924. 811. 721. 644. 576. 516. 463.
422. 380. 341. 307. 273. 242. 219. 197. 176. 159.
mm 143. 126. 114. 101. 90. 82. 73. 65. 59. S3,
47. 43. 38. 34. 31. 27. 24. 22. 20. 18.
17. 15. 14. 13. U. 10. 8. 7. 6. 5.
mm 4. 3. 2. I. • 5.
HYDROGRAPH AT STATION C
DA HON HRHN ORD RAIN LOSS EXCESS COMP Q i DA HON HRMN ORD
1 JAN 0000 1 0.00 0.00 0.00 0. i 1 JAN 0320 101
1 JAN 0002 2 0.00 0.00 0.00 0. i 1 JAN 0322 102
1 JAN 0004 3 0.00 0.00 0.00 0. ii 1 JAN 0324 103
1 JAN 0006 4 0.00 0.00 0.00 0. i 1 JAN 0326 104
HI 1 JAN 0008 5 0.00 0.00 0.00 0. i 1 JAN 0328 105
1 JAN 0010 6 0.00 0.00 0.00 0. il 1 JAN 0330 106
1 JAN 0012 7 0.00 0.00 0.00 0. il 1 JAN 0332 107
m 1 JAN 0014 8 0.00 0.00 0.00 0. ^ 1 JAN 0334 108
1 JAN 0016 9 0.00 0.00 0.00 0. i 1 JAN 0336 109
mm 1 JAN 0018 10 0.01 0.01 0.00 0. A 1 JAN 0338 UO
1 JAN 0020 11 0,01 0.01 0.00 0. k 1 JAN 0340 111
I JAN 0022 12 0,01 0.01 0.00 0. k 1 JAN 0342 112
1 JAN 0O24 13 0.01 0.01 0,00 0, k 1 JAN 0344 113
1 JAN 0026 14 0,01 0.01 0.00 0. A 1 JAN 0346 114
mm 1 JAN 0028 15 0.01 0.01 0.00 0. k 1 JAN 0348 US
. 1 .iPM.mn XL . 0.01 -0>fl3 0.00 _ 0.. k - - 4-JAN-035<^-116
R4IN LOSS EXCESS
0.02
0.02
0.02
0.02
0.02
0.02
0.02
0,02
0.02
0,02
0.02
0.02
0.02
0.01
0,01
0*01-
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0,01
O.OI
O.OI
0.01
0.01
0.01
0.01
0.01
0.01
L lil 11 I I I
COMP Q
1104.
1056.
1009.
964.
921.
882.
846.
813.
784.
757,
732,
709.
688,
m,
649.
(02,
1 JAN 0032 17 0.01 0.01 0.00 0.
•mm I JAN 0034 18 0.01 0,01 0.00 0.
1 JAN 0036 19 0.01 0.01 0.00 0.
1 JAN 0038 20 0.01 0.01 0.00 0.
1 JAN 004O 21 0.01 0,01 0.00 0.
1 JAN 0042 22 0,01 0.01 0.00 0.
r¥ 1 JAN 0044 33 0.01 0.01 0.00 0.
1 JAN 0046 24 0.01 0.01 0.00 0.
-ll 1 JAN 0048 25 0.01 0,01 0.00 0.
I'M 1 JAN 0050 26 0.01 0,01 0.00 0.
1 JAN 0052 27 0.01 0,01 0.00 0.
'MM 1 JAN 0054 28 0,01 0.01 0.00 0.
1 JAN 0056 29 0.01 0,01 0.00 0.
1 JAN 0058 30 0.01 O.OI 0.00 0.
MM 1 JAN 0100 31 0.01 0.01 0.00 0.
1 JAN 0102 32 0.01 0,01 0.00 0.
mm 1 JAN 0104 33 0.01 0.01 0.00 0.
1 JAN 0106 34 0,01 0.01 0.00 0,
mm 1 JAN 0108 35 0.01 0.01 0.00 0.
m 1 JAN 0110 36 0,01 0.01 0.00 1.
1 JAN 0112 37 O.OI 0.01 0,00 1.
•mm 1 JAN 0U4 38 0.01 0.01 0.00 2.
1 JAN 0116 39 0.01 0,01 0,00 3.
m 1 JAN 0118 40 0.01 0,01 0,00 4.
1 JAN 0120 41 O.OI 0.01 0,00 5.
mm 1 JAN 0122 42 0,01 0.01 0.00 7.
m I JAN 0124 43 0,01 O.OI 0.00 9.
1 JAN 0126 44 0.01 0.01 0.00 12,
mm 1 m 0128 45 0.01 0.01 0.00 14.
1 JAN 0130 46 0.01 0.01 0.00 17.
^m 1 JAN 0132 47 O.OI 0.01 0.00 21.
mM 1 JAN 0134 48 0.01 0.01 0.00 25,
1 JAN 0136 49 0.01 O.OI 0.(M} 29,
tfi 1 JAN 0138 SO 0.01 0.01 0.00 33.
1 JAN 0140 51 O.OI 0.01 0.00 38.
m 1 JAN 0142 S2 O.OI O.OI 0.00 43.
m 1 m 0144 53 0.01 0.01 0.00 48.
1 JAN 0146 54 0.01 0.01 0.01 53.
m 1 JAN 0148 55 0.02 0.01 0.01 59.
1 JAN 0150 56 0.02 0.01 0.01 65.
I JAN 0152 57 0.02 0.01 0.01 71.
1 JAN 0154 58 0.02 O.OI .0.01 78.
mm I JAN 0156 S9 0.02 O.OI O.OI 85.
m 1 JAN 0158 60 0.02 0.01 0.01 93.
1 JAN 0200 61 0.02 O.OI O.OI 102.
•mt 1 JAN 0202 62 0.02 0.01 0.01 Ul.
HI 1 JAN 0204 63 0.02 0.01 0.01 121.
1 JAN 0^ 64 0.02 0.01 0.01 132.
mm 1 JAN 0208 65 0.02 0.01 0.01 144.
1 JAN 0210 66 0.02 0.01 0.01 156.
m 1 JAN 0212 67 0.02 0.01 0.01 166.
1 JAN 0214 68 0.02 0.01 0.01 181.
1 JAN 0216 69 0.04 0.02 0.03 194.
m I JAN 0218 70 0.07 0.02 0.05 209.
1 JAN 0220 71 0.07 0.02 0.05 227.
mm 1 JAN 0222 72 0.07 0.02 0,05 248.
1 JAN 0224 73 0,07 0.02 0.05 273.
m 1 m 0226 74 0.07 0.02 0.06 303.
1 JAN 0228 75 0.07 0.01 0,06 340.
1 JAN 0230 76 0.07 0.01 0.06 383.
m 1 JAN 0232 77 0.07 O.OI 0,06 435.
1 JAN 0234 78 0.07 0.01 0.06 495.
1 JAN 0236 79 0.07 0.01 0.06 563,
1 JAN 0238 80 0,07 0,01 0,06 636.
mm 1 JAN 0240 81 0.07 O.OI 0.06 715.
1 JAN 0242 82 0,07 0.01 0.06 7%.
I JAN 0352 117 0.01 0.00 0.01 615.
1 JAN 0354 118 0.01 0.00 0.01 600.
1 JAN 0356 119 0.01 0.00 0.01 585.
1 JAN 0358 120 0.01 0.00 0.01 571.
1 JAN 0400 121 0.01 0.00 0.01 557.
1 JAN 0402 122 0.01 0.00 0.01 543.
1 JAN 0404 123 O.OI 0.00 0.01 530.
1 JAN 0406 124 0.01 0.00 0.01 516.
1 JAN 0408 125 0.01 0.00 0.01 503.
1 JAN 0410 126 0,01 0.00 0.01 490.
1 JAN 0412 127 0,01 0.00 0,01 478.
1 JAN 0414 128 0.01 0.00 0.01 466.
1 JAN 0416 129 0.01 0.00 0.01 454.
1 JAN 0418 130 0.01 0.00 0.01 443.
1 JAN 0420 131 0.01 0.00 0.01 432.
1 JAN 0422 132 0.01 0.00 0,01 422.
1 JAN 0424 133 0.01 0.00 0.01 413.
1 JAN 0426 134 0.01 0.00 0,01 403.
I JAN 0428 135 0.01 0.00 0.01 395.
1 JAN 0430 136 O.OI 0.00 0.01 386.
1 JAN 0432 137 0.01 0.00 0.01 379.
1 JAN 0434 138 0,01 0.00 0.01 371.
1 JAN 0436 139 0.01 0.00 0,01 364.
1 JAN 0438 140 0.01 0.00 0,01 357.
1 JAN 0440 141 0.01 0.00 O.OI 350.
I JAN 0442 142 0.01 0.00 0,01 344.
1 JAN 0444 143 0.01 0.00 0.01 337.
1 JAN 0446 144 0.01 0.00 O.OI 331.
I JAN 0448 145 0.01 0.00 0.01 326.
1 JAN 0450 146 0.01 0.00 0.01 320.
1 JAN 0452 147 O.OI 0.00 0.01 315.
1 JAN 04S4 148 O.OI 0.00 0.01 311.
1 JAN 0456 149 0.01 6.00 0.01 306.
1 JAN 0458 150 0.01 0.00 0.01 302.
I JAN 0500 151 0.01 0.00 0.01 298.
1 JAN 0S02 152 0.01 0.00 0.01 294.
1 JAN 0504 153 O.OI 0.00 0.01 290.
1 JAN 0506 154 0.01 0.00 0.01 287,
1 JAN 0508 155 O.OI 0.00 O.OI 283.
1 JAN 0510 156 0.01 0.00 0.01 280.
I JAN 0512 157 0.01 0.00 0.01 277,
1 JAN 0514 158 0.01 0.00 0.01 274.
1 JAN 0516 159 0.01 0.00 0.01 272.
1 JAN 0S18 160 0.01 0.00 0.01 269.
1 JAN 0520 161 0.01 0.00 0.01 267.
I JAN 0523 163 0.01 0.00 0.01 265,
I JAN 0524 163 0.01 0.00 O.OI 263.
1 JM 0526 164 0.01 0.00 0,01 261.
1 JAN 0528 165 0.01 0.00 0.01 259.
I JAN 0530 166 0.01 0.00 0.01 257.
1 JAN 0532 167 0.01 0.00 0.01 256.
1 JAN 0S34 168 0.01 0.00 0,01 255.
1 JAN 0536 169 0.01 0.00 0,01 254.
1 JAN 0538 170 0.01 0.00 0.01 253.
1 JAN 0540 171 0.01 0.00 0.01 252.
1 JAN 0542 172 0.01 0,00 0.01 251.
1 JAN 0544 173 0.01 0.00 0,01 251.
1 JAN 0546 174 0.01 0,00 0,01 250.
1 JAN 0548 175 0.01 0,00 0.01 250.
1 JAN 0550 176 0.01 0.00 0.01 249.
1 m 0552 177 0.01 0.00 0,01 249.
1 JAN 0554 178 0.01 0.00 0.01 249.
1 JAN 0556 179 0.01 0.00 0.01 248.
1 JAN 0558 180 0.01 0.00 0.01 248.
1 JAN 0600 181 0.01 0.00 0,01 248.
I JAN 0602 183 0.OJ 0.00 0.01 34fl.
8J 0.07 0.01 O.Ob 380. A 1 JAN 0604 133 0.01 0.00 0.01 247.
••m i JAN 0246 84 0.05 0,00 0.04 %5, k 1 JAN 0606 184 0.01 0.00 0.01 247. 1 JAN 0248 85 0.02 0.00 0,02 1047, A 1 JAN 0508 135 0.01 0,00 0.01 247. HU 1 JAN 0250 86 0.02 0,00 0.02 1125, A 1 JAN 0610 136 0.01 . 0.00 0.01 247. 1 JAN 0252 87 0.02 0,00 0,02 1195. A 1 JAN 0612 187 0.01 0.00 0.01 247.
1 JAN 0254 88 0.02 0.00 0.02 1260. A 1 JAN 0614 188 0.01 0.00 0.01 247.
.ami 1 JAN 0256 89 0,02 0.00 0.02 1314. A 1 JAN 0616 189 0.00 0.00 0.00 247.
1 JAN 0258 90 0.02 0.00 0.02 1357. A 1 JAN 0618 190 0.00 0.00 0.00 245.
•m 1 JAN 0300 91 0,02 0.00 0.02 1386. A 1 JAN 0620 191 0.00 O.OO 0.00 245.
•m 1 JAN 0302 92 0.02 0.00 0.02 1400. A 1 JAN 0622 192 0.00 0.00 0.00 244. •m 1 JAN 0304 93 0.02 O.OO 0.02 1399. A 1 JAN 0624 193 0.00 0.00 0.00 241.
mm 1 JAN 0306 94 0.02 0,00 0.02 1386. k 1 JAN 0626 194 0.00 0.00 0.00 238.
1 JAN 0308 95 0.02 0,00 0.02 1362. A 1 JAN 0628 195 0.00 0.00 0.00 233.
m 1 JAN 0310 96 0.02 0,00 0.02 1329. A 1 JAN 0630 196 0.00 0.00 0.00 227.
1 JAN 0312 97 0.02 0,00 0.02 1290. A 1 JAN 0632 197 0.00 0.00 0.00 220.
1 JAN 0314 98 0.02 0,00 0.02 1247. A 1 JAN 0634 198 0,00 0.00 O.OO 2U.
1 JAN 0316 99 0.02 0,00 0.02 1201. k 1 JAN 0636 199 0,00 0.00 0.00 201.
1 JAN 0318 100 0,02 0,00 0.01 1152. k 1 JAN 0638 200 0.00 0.00 0.00 189.
mm k
JkkkkHkw^kkkkkkkkkkkkidxkkkkkkkkkkkkkkimkkkkkkkmkkkkm
^ TOTAL RAINFALL = 2.90, TOTAL LOSS = 0.74, TOTAL EXCESS = 2.16
•iPEAK FLOU TIME MAXIMUM AVERAGE FLOy
(CPS) (HR) 6-HR 24-HR 72-HR 6.63-HR
- 1400. 3,03 (CFS) 391. 353. 353 . 353.
(HOES) 2,099 2.099 2.099 2,099
* (AC-n) 194, 194. 194, 194.
OmiLATIVE AREA = 1,73 SQ HI
STATION
^JAHRHN
10000
^ 10002
10004
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10010
i« 10012
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180
190
200
210
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BEST COPY
kkk kkk kkk kkk kkk kkk kkk kkk kkk kkk kkk kkk kkk kkk kkk kkk kkk kkk kkk AAA AAA AAA AAA AAA AAA AAA AAA AAA AAA AAA AAA AAA AAA
Ml
13 KK
kkkkkkkkkkkkkk
k A
A ROUTE A
A A
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2 B
14 RS
HYDROGRAPH ROUTING DATA
STORAGE ROUTING
NSTPS 1 NUMBER OF SUBREACHES
••
inp STOR nPE OF INITIAL CONDITION
RSVRIC -1.00 INITIAL CONDITION
mm X 0.00 yORKING R AND D COEFFICIENT
15 RC NORHAL DEPTH CHANNEL RKJTING
mm ANL 0.040 LEH mmm N-VALUE
ANCH 0.060 HAIN CHANNEL N-VALUE
ANR 0.040 RIGHT OVERBANK N-VALUE
RLNTH 2100. REACH LENGTH
SEL 0.0100 ENERGY SLOPE
m ELMAX 84.8 MAX. ELEV. FOR STORAGE/OUTFLOU CALCULATION
- CROSS-SECTION DATA
^ ~ LEH OVERBAi* — + MAIN CHANNEL + —
17 RY ELEVATION 84.80 78.80 76.00 69.S0 80.00 81.30
^ 16 RX DISTANCE 0.00 12.00 473.00 494.00 515.00 570.00
RIGHT OVER^K —
81.60 81.60
606.00 607.00
kkk
COHPUIES STORAGE-OUIFLOtf-ELEVAIION DATA
STORAGE 0.00 0.08 0.33 0.74 1.31 2.04 2.94 4.01 5.23 8.80
•Ml OUTFLOU 0.00 2.19 13.90 40.99 88.28 160.06 260.28 392.61 560.55 881.00
i. ELEVATION 69.50 70.31 71.11 71.92; 72-72 73.S 74.33 75.14 75.94 76.75
MB StOKAGE 17.56 31.52 • 50.19 69.74 90.00 111.79 135.13 1^.54 182.01 205.54
OUTFLOH 1685.96 3269.03 6121.58 10339.12 14907.U 20870.44 28168.01 36399.34 45502.30 55433.85
m ELEVAIIW 77.55 78.36 79.16 79.97 80,77 81.58 82.38 83.19 83.99 84.80
^AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAUAAJUAJUUAJUAJUJUUUUA^^
mm HYDROGRAPH AI STATION ROUH
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tfl ti1 1 1 1 1 111 1 1 kkkkkkkkki ikkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkHkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkk^
""DA MON HSHN ORD OUTFLOU STORAGE STAGE k DA KON Hm ORD OUTFLOU STORAGE n
STAGE k DA MON HRMN ORD OUTFLOU STORAGE STAGE
1 JAN 0000 1 0. 0.0 69.5 A 1 JAN 0214 68 138. 1.8 73.3 A I JAN 0428 135 421. 4.2 75.3
« 1 JAN 0002 2 0. 0.0 69.5 A 1 JAN 0216 69 150. 1.9 73.4 A 1 JAN 0430 136 411, 4.1 75,2
1 JAN 0004 3 0. 0.0 69.5 k 1 JAN 0218 70 162. 2.1 73.5 A 1 JAN 0432 137 402, 4.1 75.2
• 1 JAN 0006 4 0. 0.0 69.5 A 1 JAN 0220 71 177. 2.2 73.7 k 1 JAN 0434 138 393. 4.0 75,1
I JAN 0008
mm
5 0. 0.0 69.5 k 1 JAN 0222 72 193. 2.3 73.8 k 1 JAN 0436 139 386. 4.0 75,1
1 JAN 0010 6 0. 0.0 69.5 k 1 JAN 0224 73 211. 2.5 73.9 A 1 JAN 0438 140 378. 3.9 75.0
tfl I JAN 0012 7 0. 0.0 69.5 k 1 JAN 0326 74 232. 2,7 74.1 A 1 JAN 0440 141 371. 3.8 75.0
1 JAN 0014 8 0. 0.0 69.5 k 1 JAN 0228 75 256. 2.9 74.3 A 1 JAN 0442 142 364. 3.8 75,0 1 JAN 0016 9 0. 0.0 69.5 A 1 JAN 0230 76 286. 3.2 74.5 A 1 JAN 0444 143 357. 3.7 74.9 1 JAN 0018 10 0. 0.0 69.5 A 1 JAN 0232 77 322. 3.4 74.7 A I JAN 0446 144 350. 3.7 74,9
1 JAN 0020 11 0. 0.0 69.5 k IM m 78 364, 3.6 75.0 A 1 m MB 145 344, 3.6 74.S
. v«„-•j.<j 03. • n 414. 4.2
1 JAN 0024 13 0. 0.0 69.5 A 1 JAN 0238 30 473. 4.6
1 JAN 0026 14 0. 0.0 69,5 A 1 JAN 0240 31 537. 5.1
m 1 JAN 0028 15 0. 0,0 69,5 A 1 JAN 0242 82 592. 5.6
1 JAN 0030 16 0. 0.0 69.5 A 1 JAN 0244 83 647. 6.2
M 1 JAN 0032 17 0. 0.0 69.5 A 1 JAN 0246 84 707. 5.9
M 1 JAN 0034 18 0, 0,0 69.5 A 1 JAN 0248 85 773. 7,6
1 JAN 0036 19 0, 0.0 69.5 A 1 JAN 0250 86 842. 8.4
•VM 1 JAN 0038 20 0. 0.0 69.5 A 1 JAN 0252 87 913. 9.1
1 JAN 0040 21 0. 0.0 69.5 A 1 JAN 0254 38 984, 9.9
m 1 JAN 0042 on 0, 0,0 69.5 A 1 JAN 0256 89 1052, 10.7
1 JAN 0044 23 0. 0.0 69.5 A 1 JAN 0258 90 1116. 11.3
mm 1 JAN 0046 24 0. 0,0 69.5 A 1 JAN 0300 91 1173. 12,0
m 1 JAN 0048 25 0. 0.0 69.5 A 1 JAN 0302 92 1223. 12.5
1 JAN 0050 26 0. 0,0 69.5 A 1 JAN 0304 93 1262. 12,9
mm 1 JAN 0052 27 0. 0,0 69.5 A 1 JAN 0306 94 1292. 13,3
1 JAN 0054 28 0. 0.0 69.5 A 1 JAN 0308 95 1310, 13.5
m 1 JAN 0056 29 0. 0.0 69.5 A 1 JAN 0310 96 1318, 13,6
1 JAN 0058 30 0. 0.0 69,5 A 1 JAN 0312 97 1316. 13,5
1 JAN 0100 31 0. 0.0 69,5 A 1 JAN 0314 98 1306. 13.4
IMi 1 JAN 0102 32 0. 0.0 69.5 A 1 JAN 0316 99 1287. 13.2
1 JAN 0104 33 0. 0.0 69,5 A 1 JAN 0318 100 1262. 12.9
— 1 JAN 0106 34 0. 0,0 69,5 A 1 JAN 0320 101 1232. 12.6
1 JAN 0108 35 0, 0,0 69.5 k 1 JAN 0322 102 1198. 12.2
1 JAN 0110 36 0, 0.0 69.5 A 1 JAN 0324 103 1161. n.8
mm 1 JAN 0112 37 0. 0.0 69.6 A 1 JAN 0326 104 1122. U.4
1 JAN 0114 38 0. 0.0 69.6 A I JAN 0328 105 1081. U.O
wm 1 JAN 0116 39 0. 0.0 69.7 A 1 JAN 0330 106 1041. 10.5
1 JAN 0118 40 I. 0.0 69.7 A I JAN 0332 107 1001. 10.1
*™ I JAN 0120 41 1. 0.0 69.8 A 1 JAN 0334 108 963. 9.7
Ml 1 JAN 0122 42 1. 0.0 70,0 A I JAN 0336 109 926. 9.3
1 JAN 0124 43 2. O.I 70.2 k 1 JAN 0338 110 891. 8.9
mm 1 JAN 0126 44 3. 0.1 70.3 A 1 JAN 0340 HI 859. 8.5
1 JAN 01^ 45 4. 0.1 70.4 k 1 JAN 0342 112 828. 8.2
mm 1 JAN 0130 46 5. O.I 70.5 * 1 JAN 0344 113 800. 7,9
1 JAN 0132 47 7. 0.2 70.6 k 1 JAN 0346 114 773. 7.6
1 JAN 0134 48 9. 0.2 70.8 k 1 JAN 0348 115 748. 7.3
m 1 JAN 0136 49 U. 0.3 70.9 k 1 JAN 0350 116 724, 7.1
1 JAN 0138 50 14. 0.3 71.1 k 1 JAN om 117 702. 6.8
1 JAN 0140 51 17. 0.4 71.2 1 JAN 0354 118 681. 6.6
1 JAN 0142 52 21. 0.4 71.3 k 1 JAN 0356 U9 • 662. 6.4
1 JAN 0144 53 25. 0.5 71.4 A 1 JAN 0356 120 643. 6.2
m 1 JAN 0146 54 30. 0.6 71.6'* 1 JAN 0400 121 626. 6,0
1 JAN 0148 55 34. 0.6 71.7 k 1 JAN 0402 122 609. 5.8
m 1 JAN 0150 56 39. 0.7 71.8 k 1 JAN 0404 123 593. 5.6
1 JAN 0152 57 44. 0.8 72.0 k 1 JAN 0406 124 578. 5.4
1 JAN 0154 58 50. 0.8 72.1 k 1 JAN 0408 IS 563. 5.3
m 1 JAN 0156 59 57. 0.9 72.2 k 1 JAN 0410 126 543. 5,1
1 JAN 0158 60 63. 1.0 72.3 k 1 JAN 0412 127 524. 5.0
1 JAN 0200 61 70. 1.1 72,4 A 1 JAN 0414 128 507. 4.8
1 JAN 0202 62 78. 1.2 72.5 k 1 JAN 0416 129 492. 4.7
1 JAN 0204 63 85. 1.3 72.7 A 1 JAN 0418 130 478. 4.6
1 JAN 0206 64 95. 1.4 72.8 A 1 JAN 0420 131 465. 4,5
1 JAN 0208 65 105. 1,5 72.9 A 1 JAN 0422 132 453. 4.4
m 1 JAN 0210 66 116. 1.6 73,0 A 1 JAN 0424 133 442. 4.4
ma
1 JAN 0212 67 127, 1,7 73.2 A
A
1 JAN 0426 134 431. 4.3
75.2 A
75.5 A
75.8 A
76.0 A
75.2 A
76.3 A
76.5 A
76.6 A
76.8 A
75.9 A
76.9 A
77.0 A
77.0 A
77.1 A
77.1 A
77.2 A
77.2 A
77.2 A
77.2 k
77,2 A
77.2 A
77,1 A
77.1 A
77,1 A
77,0 A
77.0 A
76.9 A
76.9 k
76.9 A
76.8 A
76.8 A
76.8 k
76.7 k
76.6 k
76.5 k
76.5 k
76.4 k
76.4 k
76.3 k
76.2*
76.2*
76.1 *
76.1 *
76.1 A
76.0 *
76.0 A
75.9 *
75.9 k
75.8 A
75.7 A
75.6 A
75.5 A
75,5 A
75.4 A
75,4 A
75,3 A
A
1 JAN 0450 146 338. 3,6 74.3
1 JAN 0452 147 332. 3.5 74.3
i JAN 0454 148 327. 3.5 74.7
1 JAN 0455 149 321, 3.4 74.7
I JAN 0458 150 315, 3.4 74.7
1 JAN 0500 151 311, 3.4 74.6
1 JAN 0502 152 307, 3.3 74.6
1 JAN 0504 153 303, 3.3 74.6
1 JAN 0506 154 298. 3.2 74.6
1 JAN 0508 155 295. iJ waj 74.5
1 JAN 0510 156 291. 3,2 74.5
1 JAN 0512 157 287. 1 ? 74.5
1 JAN 0514 158 284. 3.1 74.5
1 JAN 0516 159 281. 3.1 74.5
1 JAN 0518 160 278. 3.1 74.4
1 JAN 0520 161 275. 3.1 74.4
1 JAN 0522 152 272. 3.0 74.4
1 JAN 0524 163-270. 3,0 74.4
1 JAN 0526 164 267. 3.0 74.4
1 JAN 0528 165 265. 3,0 74.4
1 JAN 0530 166 263. 3,0 74.3
1 JAN 0532 167 261. 3.0 74.3
I JAN 0534 168 260. 2.9 74.3
1 JAN 0536 169 258. 2.9 74.3
1 JAN 0538 170 257. 2.9 74.3
I JAN 0540 171 256. 2.9 74.3
1 JAN 0542 172 255, 2.9 74.3
1 JAN 0544 173 254. 2.9 74.3
I JAN 0546 174 253. 2.9 74.3
1 JAN 0548 175 252. 2.9 74.3
1 JAN 0550 176 251. 2.9 74.3
1 JAN 0552 177 251. 2.9 74.3
1 JAN 0554 178 250. 2.9 74.3
1 JAN 0556 179 250. 2.8 74.2
I JAN 0558 180 249. 2.8 74.2
1 JAN 0600 181 249. 2.8 74.2
1 JAN 0602 182 249. 2.8 74.2
1 JAN 0604 183 248. 3.8 74.2
I JAN 0606 184 248, 2.8 74.2
1 JAN 0608 185 248. 2.8 74.2
1 JAN 0610 186 248. 2.8 74.2
1 JAN 0612 187 247. 2.8 74.2
1 JAN 0614 188 247. 2.8 74.2
1 JAN 0616 189 247. 2,8 74.2
1 JAN 0618 190 247. 2.8 74.2
1 JAN 0620 191 247. 2.8 74.2
1 JAN 0622 193 346. 2.8 74.2
1 JAN 0624 193 345. 2.8 74.2
1 JAN 0626 194 344. 2.8 74.2
1 JAN 0628 195 241. 2.8 74.2
1 JAN 0630 196 238. 2.7 74.2
1 JAN 0632 197 234. 2.7 74.1
1 JAN 0634 198 229. 2.7 74.1
1 JAN 0636 199 223. 2.6 74.0
1 JAN 0638 200 216, 2,5 74.0
JAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAW^^^
«.PEAK FLOU TIHE
(CPS) (HR)
^ 1318. 3.17
PEAK STORAGE . TIME . . MAXDHILAVERABE STORAGE^.
MAXIHUH AVERAGE FLOU
6-HR 24-HR 72-HR 6.63-HR
(CFS) 386. 349. 349. 349,
(INCHES) 2.072 2,072 2,072 2,072
(AC-FT) 191. 191. 191, 191.
14. 3.17 4. 4. 4. 4.
« PEAK STAGE TIHE MAXIMUH AVERAGE STAGE
(FEET) (HR) 6-HR 24-HR 72-HR 6.&3-HR
— 77.18 3,17 74,05 73,62 73,62 73.62
CUHULATIVE AREA = 1.73 SQ MI
STATION ROUTE
(I) INFIOU, (0) OUTFLOU
Ml 0. 200. 400. 600. 300. 1000. 1200. 1400. 0. 0. 0.
(S) STORAGE
0. 0.
mm 0. 0. 0. 0. 0. 0. 0. 4. 8. 12. 16. 0. 0. DAHRHN PER
0. 0.
10000
m 10002
11 10000
m 10002
^ m m
21 s . . . .
10004 31 s . . . . • 10006 41 s . . . . 10008 51 s . . . . 10010 61 s . , . . m 10012 71 s . . . . 10014 81 s . , . , M 10016 91 s . . . . ^ 10018 101 s . , . .
10020
« 10022 121 s . . . . 10024 131 S . . . .
10026 141 s . . . . 10028 151 s . . . . - 10030 161 s . , . . M 10032 171 s . . . . 10034 181 S . . . ,
•o 10036 191 S . . . .
10038 201 S . . . .
* 10040
^ wo« 221 s . . . . 10044 231 s . . . , m 10046 241 s . . . . 10048 251 s . . . . m 10050 261 s . . . . ^ 10052 271 s . . . .
10054 281 s . . . . « 10056 291 s , . . . 10058 301 s . . . . " 10100
10102 321 s . . . . *• 10104 331 s , . . . m X0106 341 . . . " * -•-.S-*;:- ....
10108 351 s . . • . w lOIlO 361 s 10112 371 s , . . . " 10114 381 s . . . . ^ 10116 391 s . . . , 10118 401 s . . , . m 10120
10122 421 s . . , . * 10124 431 s . ^ 10126 4401 s . , . . 10128 4501 s , . . . ^ 10130 4601 s . . . . 10132 4701 s . . . . * 10134 4801 .s . . . . 10136 49.1 .s . . . . 10138 50.01 .3 . . . .
m 10140
10142 52.01 .s . . . . mm 10144 53.01 .s . . . . 10146 54.0 I .s . . . . 10148 55. 01 , s . 10150 56. 01 . s . 10152 57. 0 I , s . " 10154 58. 01 . s . 10156 59. 01 _ 5 _
^ 10200
10202
« 10204
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10210
10212
„ 10214
10216
10218
10220
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m 10224
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mm 10228
^ 10230
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» 10234
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• 10238
10240
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^ 10244
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^ 10248
102S0
- 10252
10254
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_ 10342
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« 10346
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83.
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88.
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97.
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-10416 129.
10418 130.
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10424 133.
M10426 134.
10428 135,
10430 136.
10433 137.
"10434 138,
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10438 140.
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10442 142.
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10458 150,
.10500 151,
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"10504 153.
10S06 154.
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M10510 156.
10512 157.
10514 158.
-10516 159.
10518 160.
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10523 162.
"10524 163.
10526 164.
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H10S30 166.
10532 167.
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10540 171.
10542 172.
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10546 174.
-10548 175.
OT10550 176.
10552 177,
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10S56 179,
•"10558 180.
10600 181.
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10606 184.
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10610 186.
•"10612 187.
10614 188.
"10616 189.
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10630 196. .10 3 .
10632 197. .10 s .
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10536 199. 10 S .
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SUBBASIN RUNOFF DATA
19 BA SUBBASIN CHARACTERISTICS
TAREA 0.60 SUBBASIN AREA
PRECIPITATI(»4 DATA
7 PB STORM 2,90 BASIN TOIAL PRECIPITATION
8 PI INCREMENTAL PRECIPITATION PATTERN 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0,00 0.00 0.00 0,00 0.00 0.00 0.00 0,00 0.00 0.00
•wa 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00
0,00 0.00 0.00 0.00 O.OO 0.00 0.00 0,00 0.00 0,00
0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00
0.00 0.00 0.00 0.01 0.01 0.01 0,01 O.OI 0.01 0.01
0.01 0.01 0.01 0.01 0.01 O.OI 0,01 0.02 0.02 0.02
m 0,02 0.02 0.02 0.02 0.02 0.02 0.02 0,02 0.02 0.02
0.02 0.02 0.02 0.01 0.01 O.OI 0.01 0.01 0.01 0.01
•mm 0.01 0.01 0.01 0,01 0.01 0.01 0.01 0.01 0.01 0.01
0.01 0.01 0.01 0.01 O.OI 0.01 0.01 0.01 0.01 0.01
0.01 0.01 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
m 0.00 0,00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00
mm 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
m 0.00 0.00 0.00 0,00 . -0.00 . 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00
OT 20LS SCS LOSS RATE
STSTL 0.20 nniAL ABSTRACTION
CRVNBR 91.00 CURVE NUMBER
RIIHP 0.00 PERCENT IMPERVIOUS AREA
m
21 UD SCS DIMENSIONLESS UNnGRAPH
TLAG 0.18 LAG
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UNH HYDROGRAPH
• 29 END-OF-PERIOD ORDINATES
116. 349, 717, 1158, 1414. 1473, 1384, 1203. 958. 586.
518. 395. 304 , 229. 175. 133. 100. 76 . 57. 44.
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" HYDROGRAPH AI STATION B
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M k
_ DA MOM HRHN ORD RAIN _ LOSS ..iXCESS..._COHP Jl A _ DA WW HRMN ORD BATW in« FYrwc Pfwo a- .
1 JAN 0000 1 0.00 0.00 0.00 0.
A
A 1 JAN 0320 101 0,02 0,00 0.01 203.
1 JAN 0002 2 0.00 0.00 0.00 0. A 1 JAN 0322 102 0.02 0.00 0.01 198.
rm 1 JAN 0004 3 0.00 0,00 0.00 0. A 1 JAN 0324 103 0,02 0.00 0.01 192.
1 JAN 0006 4 0,00 0.00 0.00 0. A 1 JAN 0326 104 0.02 0.00 0.01 186.
1 JAN 0008 5 0.00 0,00 0.00 0. A 1 JAN 0328 105 0,02 0.00 0.01 180.
1 JAN 0010 6 0.00 0.00 0.00 0. A 1 JAN 0330 106 0,02 0.00 0.01 175.
1 JAN 0012 7 0.00 0,00 0.00 0. A 1 JAN 0332 107 0.02 0,00 0.01 171,
1 JAN 0014 8 0.00 0,00 0,00 0. A 1 JAN 0334 108 0,02 0,00 0.01 168,
1 JAN 0016 9 0.00 0.00 0.00 0, A 1 JAN 0336 109 0,02 0.00 0.01 165.
m 1 JAN 0018 10 0.01 0,01 0.00 0, A 1 JAN 0338 UO 0,02 0.00 0.01 154.
1 JAN 0020 11 O.OI 0,01 0.00 0, A 1 JAN 0340 Ul 0,02 0.00 0.01 163.
tm 1 JAN 0022 12 0.01 0.01 0.00 0. A 1 JAN 0342 112 0.02 0.00 0.01 162.
m 1 JAN 0024 13 0.01 0.01 0.00 0. A 1 JAN 0344 113 0.02 0.00 0,01 161.
1 JAN 0026 14 0.01 0.01 0.00 0. A 1 JAN 0346 114 0.01 0.00 0.01 161.
mm 1 JAN 0028 15 0.01 0.01 0.00 0, A 1 JAN 0348 115 0,01 0,00 0.01 160.
1 JAN 0030 16 0.01 0.01 0.00 0, A 1 JAN 0350 116 0.01 0.00 0,01 157.
wm 1 JAN 0032 17 0.01 0.01 0.00 0, A 1 JAN 0352 117 O.OI 0.00 0.01 153.
mm 1 JAN 0034 18 0.01 0.01 0.00 0. A 1 JAN 0354 118 0.01 0.00 0.01 148.
1 JAN 0036 19 O.OI 0.01 0.00 0, A 1 JAN 0356 119 0,01 0.00 0.01 141.
HM I JAN 0038 20 0.01 O.OI 0.00 0. A 1 JAN 0358 120 0.01 0.00 0.01 135.
1 JAN 0040 21 0.01 0.01 0.00 0. A 1 JAN 0400 121 0.01 0.00 0,01 130.
™ I JAN 0042 22 0.01 0,01 0.00 0. A 1 JAN 0402 122 0.01 0.00 0.01 125.
mm I JAN 0044 23 0.01 0.01 0.00 0. A 1 JAN 0404 123 0.01 0,00 0,01 122.
1 JAN 0046 24 0.01 0.01 0.00 0. A 1 JAN 0406 124 0,01 0.00 0.01 119.
1 JAN 0048 25 0.01 0,01 0.00 0. A 1 JAN 0408 125 0.01 0.00 0.01 117.
1 JAN 0050 26 0.01 0.01 0.00 0. A 1 JAN 0410 126 0.01 0.00 0.01 116.
•H 1 JAN 0052 27 O.OI O.OI 0.00 0. A 1 JAN 0412 127 0.01 0.00 0.01 115.
1 JAN 0054 28 0.01 0.01 0.00 0. A 1 m 0414 128 0.01 0.00 0.01 114.
1 JAN 0056 29 0.01 0.01 0.00 0. A 1 JAN 0416 129 0.01 0.00 0.01 113.
Ml 1 JAN 0058 30 0.01 0,01 0.00 0. A I JAN 0418 130 0.01 0.00 0.01 112.
1 JAN 0100 31 0.01 0.01 0.00 0. A I JAN 0420 131 0.01 0.00 0.01 111.
1 JAN 0102 33 0.01 0.01 0.00 0. A 1 JAN 0422 132 0.01 0.00 0.01 109.
1 JAN 0104 33 0.01 0.01 0.00 0. A 1 JAN 0424 133 0.01 0.00 0.01 107.
1 JAN 0106 34 O.OI 0.01 0.00 0. A 1 JAN 0426 134 0.01 0.00 0.01 104.
1 JAN 0108 35 0.01 0.01 0.00 0, A 1 JAN 0428 135 0.01 0.00 0,01 102.
1 JAN 0110 36 0.01 0.01 0.00 0. A 1 JAN 0430 136 0.01 0.00 0.01 99.
mm 1 JAN 0112 37 0.01 0.01 0.00 0. A 1 JAN 0432 137 0.01 0.00 0.01 98.
1 JAN 0114 38 0.01 0.01 0.00 0. A 1 JAN 0434 138 0.01 0.00 0.01 96.
mm 1 JAN 0116 39 0.01 0.01 0.00 1. A I JAN 0436 139 0.01 0.00 O.OI 95.
m 1 JAN one 40 O.OI 0.01 0.00 u • k I: JAN 0438 140 0.01 0.00 0.01 94.
1 JAN 0120 41 0.01 0.01 0.00 2. k I JAN 0440 141 0.01 0.00 0.01 94.
mm 1 JAN 0122 42 0.01 0,01 '0.00 3. * 1 JAN 0442 142 0.01 0.00 0.01 93.
1 JAN 0124 43 0.01 0.01 0.00 s. * 1 JAN 0444 143 0.01 0.00 0.01 93.
1 JAN 0136 44 0.01 0.01 0.00 6. * 1 JAN 0446 144 0.01 0.00 0.01 93.
1 JAN 0128 45 0.01 0.01 0.00 8. A 1 JAN 0448 145 0.01 0.00 0.01 92.
1 JAN 0130 46 0.01 0.01 0.00 10. A 1 JAN 0450 146 0.01 0.00 0.01 92.
m 1 JAN 0132 47 0.01 0,01 0.00 12. A 1 JAN 0452 147 0.01 0.00 O.OI 91.
1 m 0134 48 0.01 0.01 0.00 14. A 1 JAN 0454 148 0.01 0,00 0.01 90.
mm 1 JAN 0136 49 O.OI 0.01 0.00 16. A 1 JAN 0456 149 0.01 0.00 0.01 88.
OT 1 JAN 0138 SO 0.01 0.01 0.00 18, A 1 JAN 0458 150 0.01 0,00 0.01 87.
1 JAN 0140 SI 0.01 0.01 0.00 20. A 1 JAN 0500 151 0.01 0,00 0,01 86.
mm 1 JAN 0142 52 0,01 0.01 0.00 22. A I JAN 0502 152 0.01 0.00 0.01 85.
1 JAN 0144 53 0.01 0.01 0.00 24. A I JAN 0SO4 153 0.01 0.00 0.01 84,
m 1 JAN 0146 54 0,01 0.01 0.00 26. A I JAN 0506 154 0.01 0.00 0.01 84,
1 JAN 0148 55 0.02 0.01 0.01 28. A 1 JAN 0508 155 0.01 0,00 0,01 83.
I JAN 0150 56 0.02 0.01 O.OI 31. A 1 JAN 0510 156 0.01 0,00 0,01 83.
Ml 1 JAN 0153 57 0.02 0.01 0.01 35, A 1 JAN 0512 157 0.01 0.00 0,01 83.
1 JAN 0154 58 0.02 0.01 0.01 41. A 1 JAN 0514 158 0.01 0.00 0.01 83.
— 1 JAN 0156 59 0.02 0.01 0.01 47. A 1 JAN 0516 159 0.01 0,00 0.01 83.
1 JAN 0158 60 0.02 0.01 0.01 53, A 1 JAN 0518 160 0.01 0.00 0.01 83.
Ml 1 JAN 0200 61 0,02 O.OI 0.01 59. A 1 JAN 0520 161 0,01 0.00 0.01 83.
1 JAN 0202 62 0,02 0.01 0.01 65. A 1 JAN 0522 162 0.01 0.00 0.01 83,
1 JAN 0204 63 0.02 0.01 0.01 70. A 1 JAN 0524 163 0.01 0.00 0.01 83,
1 JAN 0206 64 0.02 0,01 0.01 75. A 1 JAN 0526 164 0.01 0.00 0.01 83. 1 JAN 0208 65 0.02 O.OI 0.01 79. A 1 JAN 0528 165 0.01 0.00 0.01 83.
1 JAN 0212 67 0.02 0.01 0.01
01.
87.
*
A 1 JAN 0214 68 0.02 0,01 0,01 91. A 1 JAN 0216 69 0,04 0,02 0.02 %, A
1 JAN 0213 70 0.07 0.03 0,04 107. A 1 JAN 0220 71 0.07 0.03 0,04 127. A
1 JAN 0222 72 0.07 0.03 0,05 160. A
1 JAN 0324 73 0.07 0.02 0,05 206, A
1 JAN 0226 74 0.07 0.02 0,05 259, A
1 JAN 0228 75 0.07 0.02 0.05 315. A
-J, 1 JAN 0230 76 0.07 0.02 0,05 369. A
1 JAN 0232 77 0.07 0.02 0.05 418. A
1 JAN 0234 78 0.07 0.02 0.06 460, A
1 JAN 0236 79 0.07 0.01 0.06 496. A
1 JAN 0238 80 0.07 0.01 0.06 527, A
1 JAN 0240 81 0.07 0.01 0.06 554. A
1 JAN 0242 82 0,07 0.01 0.06 577. A
1 JAN 0244 83 0.07 0.01 0.06 598, A
1 JAN 0246 84 0.05 0.01 0.04 614. A
1 JAN 0248 85 0,02 0.00 0.02 620. A
I JAN 0250 86 0,02 0.00 0.02 610, A
1 JAN 0252 87 0.02 0.00 0.02 581, A
MM 1 JAN 0254 88 0,02 0.00 0.02 534. A
1 JAN 0256 89 0,02 0.00 0,02 479. A
*** 1 JAN 0258 90 0.02 0.00 0.02 422. A
fMI I JAN 0300 91 0.03 0.00 0.02 371. A
1 JAN 0302 92 0.02 0.00 0.02 327. A
m 1 JAN 0304 93 0.02 0,00 0.02 294. A
1 JAN 0306 94 0.02 0.00 0.02 270. A
"* 1 JAN 0308 95 0.02 0.00 0.02 252. A
1 JAN 0310 96 0.02 0.00 0.02 238. A
1 JAN 0312 97 0.02 0.00 0.02 228. A
tfMl 1 JAN 0314 98 0.02 0.00 0.02 220. A
1 JAN 0316 99 0.02 0.00 0.02 314. A
1 JAN 0318 100 0.02 0.00 0.01 208. A
A
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ibb 0.01 0.00 0.01 33.
JAN 0532 167 0.01 0.00 0.01 33.
JAN 0534 168 0.01 0.00 0.01 33.
JAN 0536 169 0.01 0,00 0.01 33.
JAN 0538 170 0.01 0.00 O.OI 33.
JAN 0540 171 0.01 0.00 0.01 33.
JAN 0542 172 0.01 0,00 0.01 83.
JAN 0544 173 0.01 0,00 0.01 83.
JAN 0546 174 0,01 0.00 0.01 83.
JAN 0548 175 0,01 0.00 0.01 33.
JAN 0550 175 0,01 0.00 0.01 83.
JAN 0552 177 0.01 0.00 0.01 33.
JAN 0554 178 0.01 0.00 0.01 83.
JAN 0556 179 O.OI 0.00 0.01 83.
JAN 0558 180 0.01 0.00 0.01 83.
JAN 0600 181 0.01 0.00 0.01 33.
JAN 0602 182 0.01 0.00 0.01 83,
JAN 0604 183 0.01 0,00 0.01 83,
JAN 0606 184 0.01 0,00 0.01 83,
JAN 0608 185 0.01 0,00 0.01 S3.
JAN 0610 186 0,01 0.00 0.01 83.
JAN 0612 187 0,01 0,00 0.01 83.
JAN 0614 188 0,01 0,00 0.01 83.
JAN 0616 189 0.00 0.00 0.00 83.
JAN 0618 190 0.00 0.00 0.00 81.
JAN 0620 191 0.00 0.00 0.00 77.
JAN 0622 192 0.00 0.00 0.00 71,
JAN 0624 193 0.00 0,00 0.00 61,
JAN 0626 194 0.00 0,00 0.00 51,
JAN 0628 195 0.00 0.00 0.00 41,
JAN 0630 196 0,00 0,00 0.00 32.
JAN 0632 197 0.00 0.00 0.00 24.
JAN 0634 198 0.00 0.00 0.00 18.
JAN 0636 199 0.00 0.00 0.00 14.
JAN 0638 300 0.00 0.00 0.00 10.
lOTAL RAHEALL = 2.90, TOIAL LOSS = 0.92, TOIAL EXCESS = U\
.PEAKaOil
' (CFS) '
620. 2.80
MAXIHUH AVERAGE CLOV
6-HR 24-HR 72-lffi
(CES) 127. • 115. 115.
(INCHES) 1.975 1.975 1,975
(AC-FT) 63. 63. 63.
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280
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0.00 0.00 0.00 0,00 0.08 0.06 0.04 0,03 0,00
11 T T I WWW
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^10418 130.
10420 131.
10422 132.
10424 133.
10426 134.
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10430 136.
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10434 138.
10436 139.
10438 140.
•"10440 141.
HH 10442 142.
10444 143.
"«10446 144.
10448 145.
10450 146.
^10452 147.
10454 148.
"•10456 149.
10458 150.
"10500 151.
OT10502 152.
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.10506 154.
10508 155.
••10510 156.
10512 157.
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10518 160.
"•10520 161.
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10524 163.
^10526 164.
10528 165.
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10532 167.
"10534 168.
OT10S36 169.
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-10554 178.
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"10608 185.
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23 HC HYDROGRAPH COHBINATION
ICOMP 2 NUMBER OF HYDROGRAPHS TO COMBINE
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HYDROGRAPH AT STATION B+C
SUM OF 2 HYDROGRAPHS
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-DA MON HRMN ORD FLOU : t DA MON wm ORD aou A
A
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DA MON HRHN ORD FLOU
A
A
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DA MON HRMN ORD FLOU
•
1 m 0000 1 0. y i 1 JAN 0140 51 37. A 1 JAN 0320 101 1436. A
A 1 JAN 0500 151 397.
mm 1 JAN 0002 2 0. i \ 1 JAN 0142 52 43. A 1 JAN 0322 102 1396. A I JAN 0503 152 392.
1 JAN 0004 3 0. i i 1 JAN 0144 53 49. A I JAN 0324 103 1353. A 1 JAN 0S04 153 387.
m I JAN 0006 4 0. i t 1 JAN 0146 54 55. A 1 JAN 0326 104 1307. A 1 JAN 0506 154 382.
1 JAN 0008 5 0. i i 1 JAN 0148 55 63. A 1 JAN 0328 105 1261. A I JAN 0508 155 378.
m 1 JAN 0010 6 0. i i 1 JAN 0150 56 70. A 1 JAN 0330 106 1216. * - I JAN 0510 156 374.
m 1 JAN 0012 7 0. i \ 1 JAN 0152 57 80. A 1 JAN 0332 107 1172. A 1 JAN 0512 157 370.
1 JAN 0014 8 0. i i 1 JAN 0154 58 91. A 1 JAN 0334 108 1130. A 1 JAN 0514 158 367.
mm 1 JAN 0016 9 0. i i 1 JAN 0156 59 103. A 1 JAN 0336 109 1091. A 1 JAN 0516 159 363.
1 JAN 0018 10 0. i t 1 JAN 0158 60 116. A 1 JAN 0338 no 1055. A 1 JAN 0518 160 360.
tfl 1 JAN 0020 11 0. i t 1 JAN 0200 61 139. A 1 JAN 0340 Ul 1021. A 1 JAN 0^0 161 357-
mm 1 JAN 0022 U 0. i t 1 JAN 0202 63 143. A 1 JAN 0342 112 990. A 1 JAN 0522 162 355.
1 JAN 0024 13 0. i c 1 JAN 0204 63 156. A 1 JAN 0344 113 961. A 1 JAN 0524 163 352.
m I JAN 0026 14 0. i ,1 JAN 0306 64 fm\ A 1 JAN 0346 114 934. A 1 JAN 0526 164 350.
1 JAN 0028 15 0. i 1 JAN 0208 65 184. A 1 JAN 0348 ns 907.' A 1 JAN 0528 165 348.
m 1 JAN 0030 16 0. i 1 JAN'0210 66 199. A 1 JAN 0350 116 881. A 1 JAN 0530 166 346.
1 JAN 0032 17 0. it 1 JAN 0212 67 214. A 1 JAN 0352 117 855, A 1 JAN 0532 167 344.
1 JAN 0034 18 0. il 1 JAN 0214 68 329. A 1 JANO^ 118 829. * 1 JAN 0534 168 342.
m 1 JAN 0036 19 0. il 1 JAN 0216. 69 246. A 1 JAN 03S6 119 803. A 1 JAN 0536 169 341.
1 JAN 0038 20 0. A 1 JAN 021ff 70 269. * 1 JAN 0358 120 778. A 1 JAN 0538 170 340.
tfl 1 JAN 0040 21 0. A 1 JAN 0220 71 304. A 1 JAN 0400 121 755. A 1 JAN 0540 171 338.
1 JAN 0042 22 0. A 1 JAN 0222 73 353. A 1 JAN 0402 122 734.' A 1 JAN 0542 172 337,
1 JAN 0044 23 0. A 1 JAN 0324 73 417. A 1 JAN 0404 123 715. A 1 JAN 0544 173 337,
tfi 1 JAN 0046 24 0. A 1 JAN 0226 74 491. A 1 JAN 04O6 124 697. A 1 JAN 0546 174 336.
1 JAN 0048 25 0. A 1 JAN 0228 75 570, A 1 JAN 0408 125 680. A 1 JAN 0548 175 335. «• 1 JAN OOSO 26 0. A 1 JAN 0330 76 655. A I JAN 0410 126 658. A 1 JAN 0550 176 334.
1 JAN 0052 27 0. A 1 JAN 0233 77 740, A 1 JAN 0412 127 639, A 1 JAN 0552 177 334,
m 1 JAN 0054 28 0. A I JAN 0334 78 824. A 1 JAN 0414 128 621. A 1 JAN 0554 178 333.
mm 1 JAN 0056 29 0. A I JAN 0336 79 910. A 1 JAN 0416 129 605, A 1 JAN 0556 179 333.
1 JAN 0058 30 0. A 1 JAN 0238 80 1000. A I JAN 0418 130 591, A 1 JAN 0558 180 332,
m 1 JAN 0100 31 0. A 1 JAN 0240 81 1091. A 1 JAN 0420 131 576, A 1 JAN 0600 181 332.
1 JAN 0102 32 0. A 1 JAN 0242 83 1170. A I JAN 0422 132 563, A I JAN 0602 182 332. mm 1 JAN 0104 33 0. A 1 JAN 0344 83 1245. A 1 JAN 0424 133 549, A 1 JAN 0604 183 331.
OT 1 JAN 0106 34 0. A I JAN 0346 84 1321. A 1 JAN 0426 134 535. A 1 JAN 0606 184 331.
1 JAN 0108 35 0. A 1 JAN 0248 85 1393. A 1 JAN 0428 135 523. A 1 JAN 0608 185 331, . 1 JAN 0110 36 0. A 1 JAN 0350 86 1452, A 1 JAN 0430 136 511. A 1 JAN 0610 186 331. 1 JAN 0112 37 0. A 1 JAN 0252 87 1494, A 1 JAN 0432 137 500. A 1 JAN 0612 187 331. mm 1 JAN 0114 38 1. A 1 JAN 0254 88 1518, A I JAN 0434 138 490. A 1 JAN 0614 188 330, 1 JAN 0116 39 1. k 1 m03S6 89 1531. A 1 JAN 0436^ m 4S1. A 2 JAN 0626 189 330.
1 JAN 0113 40 2. A I JAN 0258 90 1538, A 1 JAN 0438 140 473. A 1 JAN 0618 190 328
1 JAN 0120 41 3. A 1 JAN 0300 91 1544. A 1 JAN 0440 141 465. A 1 JAN 0620 191 324*
1 TAH ^i".^ 4. A 1 JAN 0302 92 1550. A 1 JAN 0442 142 457. A 1 JAN 0622 192 317."
] ITAllr ^' * l^Af^™ 93 1555. A UAN 0444 143 450. A 1 JAN 0624 193 306.
il lit ^ ^ '^^^^ ^ 1 Q^''^ "4 ^ 1 JAN 0626 194 295.
1 JAN 0128 45 12. A 1 JAN 0308 95 1562. A 1 JAN 0448 145 436. A 1 JAN 0628 195 282
1 JAN 0130 46 15. A 1 JAN 0310 96 1556. A 1 JAN 0450 146 430. A 1 JAN 0630 196 270* 270.
1 JAN 0132 47 19. A 1 JAN 0312 97 1544. A 1 JAN 0452 147 423. A 1 JAN 0632 197 258
1 JAN 0134 48 23. A I JAN 0314 98 1525. A 1 JAN 0454 148 415. A 1 JAN 0634 198 ''47
,^ 1 JAN 0136 49 27. A 1 JAN 0316 99 1501. A 1 JAN 0456 149 410. A 1 JAN 0636 199 ?37
1 JAN 0138 50 32. A 1 JAN 0318 100 1471. A 1 JAN 0458 150 403. A 1 JAN 0638 200 226.
™" A A A
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PEAK FLOU TIHE MAXIMUM AVERAGE FLOU
*• (CFS) (HR) 6-HR 24-HR 72-HR 5.63-HR
m 1562. 3.13 (CFS) 513. 464. 464, 464.
(INCHES) 2.047 2.047 2.047 2.047
mm (AC-FT) 254. 254. 254. 254.
m CUMUUTIVE AREA = 2.33 SO MI
STATION B+C
^DAHRMN
* 10000
mm 10002
10004
- 10006
^ 10008
10010
mm 10012
10014
•• 10016
10018
" 10020
m 10022
10024
mm 10026
^ 10028
• 10030
^10032
~ 10034
m 10036
10038
-10040
^ 10042
10044
mm 10046
10048
•• 10050
10052
" 10054
M 10056
10058
mm 10100
10102
"10104
.10106
10108
w 10110
10112
- 10U4
«10116
10118
.10120
10122
"10124
10126
10128
«. 10130
10132
- 10134
10136
-10138
10140
10142
-10144
10146
-10148
10150
10152
-10154
10156
-10158
10200
0.
PER
10-
20
30
40
50
60
70
80
90
100
UQ
120
130
140
ISO
160
170
180
190
200
210
220
230
240
250
260
270
280
290
300
310
320
330
340
350
360
370
380
390
40Q
410
200.
(0) OUTFLOU
400. 500. 800. 1000. 1200. 1400. 1600. 0. 0.
430
440
45.0
46.0
47.0
48.0
49.0
50. 0
51. 0 .
52. 0
53. 0
54. 0
SS.
56.
57.
58.
59.
60.
61.
10202
'•10204
10206
'^10208
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«10214
10216
10218
OT10220
10222
10224
10226
62.
63.
64.
65.
65.
67.
68.
69.
70.
71.
72.
73.
74,
75.
76,
77.
78.
79.
80,
81.
82,
83.
84,
85,
86,
87,
10228
10230
••10232
M10234
10236
•110238
10240
10242
•.10244
10246
•10248
10250
"10252
OT 10254
10256
.10258
10300
"10302
10304
"10306
»10308
10310
•"10312
^10314
10316
^10318 100.
10320 101.
•10322 102»
10324 103.
""10326 104,
«10328 105.
10330 106.
mmimZ 107.
10334 108.
10336 109.
^10338 UO.
10340 Ul,
M10342 112.
10344 113,
-10346 114.
^10348 US,
10350 116,
OT10352 117,
10354 118.
•10356 119.
10358 120.
•"10400 121.
«10402 122.
10404 123,
- 10406 124,
10408 125,
"10410 126.
. 10412 127.
89.
90.
91.
92.
93.
94.
95.
96.
97.
98.
99.
10414 128.
-10416 129.
10418 130.
* 10420 131.
,^10422 132,
10424 133.
— 10426 134.
10428 135.
'•^ 10430 136.
OT10432 137,
10434 138.
OT10436 139.
10438 140,
•l0440 141.
10442 142.
* 10444 143.
W10446 144.
10448 145.
WI04S0 146.
10452 147.
10454 148.
^10456 149.
10458 ISO.
-10500 151.
10502 152,
-10504 153.
^10506 154.
10508 155.
..lOSlO 156.
10512 157.
•10514 158.
10516 159.
~10518 160.
M10520 161.
10522 162.
-10524 163.
^10526 164.
10528 165.
10530 166.
10532 167.
•10534 168.
10536 169.
-10538 170.
^10540 171.
. 10542 172.
OT10544 173.
10546 174.
•l0548 175.
10550 176.
*10552 177.
tfrl0554 178.
10556 179.
M10558 180.
10600 181.
10602 182.
10604 183.
10606 184.
"10608 185.
10610 186.
-10612 187.
^10614 188,
10616 189,
.,10618 190,
10620 191,
"10622 192,
10624 193.
.0
0
Q
0
0.
0.
0.
0.
0.
-.10528 195.
10630 196,
^10532 197.
10634 198.
10636 199.
>m 10638 200.
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HYDROGRAPH ROUTING DATA
25 RS STORAGE ROUTING
NSTPS
mp
RSVRIC
X
1 NUMBER OF SUBREACHES
STOR nPE QF INITIAL CONDITION
-1.00 INITIAL CONDITION
0.00 UORKING R AND D COEFFICIENT
26 RC NORHAL DEPTH CHANNEL ROUTING
ANL 0.040 LEH OVERBANK N-VALUE
ANCH O.OSO HAIN CHANNEL N-VALUE
ANR 0.040 RIGHT OVERBANK N-VALUE
RLNTH 4000, REACH LENGTH
SEL 0,0050 ENERGY SLOPE
ELHAX 72.0 HAX. ELEV. FOR STORAGE/OUTFLOU CALCULATION
CROSS-SECTION DATA
— LEFT OVERBANK — + —
28 RY ELEVAIICm 71.70 60.00 59.80
27 RX DISTANCE 0.00 24.00 SO.OO
-HAIN CHAM. —
57.80 S9.S0
110.00 380.00
- + — RISHI OVERBANK ~
60.00 72.00 74.00
413.00 450.00 454.00
AAA
COHPUIED STORAGE-OUIFLOU-ELEVATION DATA
STORAGE 0.00 4.84 19.37 42.58 69.43 %.53 123.90 151.54 179.43 207.59
OUTFLOU 0.00 57.65 366.03 U37.78 2515.71 4323.43 6517.22 9069.95 11963.51 15180.56
-^ELEVAIION 7-^57.80 58.55 59.29 60.04 60.79 61.54 62.28 63.03 63.78 64.53
STOSAGE 236.02 264.70 ' 293.65 322.87 352.34 ^.08 412.09 442.35 472.88 503.67
OUTFLOU 18712.93 33550.66 26686.41 31114.11 35828.61 40835.59 46101.32 51653.61 57476.71 63613.88
ELEVATION 65.27 66.02 66.77 67.52 68.26 69.01 69.76 70.51 71.35 72.00
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HYDROGRAPH AT STATION ROUTE
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m A A
m DA HON HRMN ORD OUTFLOU STORAGE STAGE A DA HON HUM ORD
I
OUTFLOU SIORAGE STAGE A DA HON HRMN ORD OUTFLOU STORAGE STAGE
mm 1 JAN 0000 1 0. 0,0 57.8 A I JAN 0214 68 57. 4.8 58.5 A 1 JAN 0428 135 712. 29,8 59.5
1 JAN 0002 2 0. 0.0 57.8 A 1 JAN 0216 69 67. 5.3 58.6 A I JAN 0430 136 695, 29.3 59.6
1 JAN 0004 3 0. 0.0 57.8 A I JAN 0218 70 78. 5.8 58.6 A 1 JAN 0432 137 679. 28.8 59.6
1 JAN 0006 4 0. 0.0 57.8 A 1 JAN 0230 71 90. 6.3 58.6 A 1 JAN 0434 138 662. 28,3 59.6
1 JAN 0008 5 0. 0.0 57.8 A 1 JAN 0222 72 103, 7.0 58.7 A 1 JAN 0436 139 647, 27,8 59,6
tfl 1 JAN 0010 6 0. 0,0 57.8 A 1 JAN 0224 73 119. 7.7 58.7 A I JAN 0438 140 632. 27.4 59,6
1 JAN 0012 7 0. 0.0 57.8 A 1 JAN 0226 74 138, 8.6 58,7 A 1 JAN 0440 141 618. 26.9 59.5
mm 1 JAN 0014 8 0. 0.0 57.8 A 1 JAN 0228 75 160, 9.7 58.8 A 1 JAN 0442 142 504. 59.5
1 JAN 0016 9 0. 0.0 57.8 A 1 JAN 0230 76 185. 10.9 58.9 A 1 JAN 0444 143 591, 26.1 59.5 MB 1 JAN 0018 10 0. 0.0 57.8 A I JAN 0232 77 215, 12.3 58.9 A 1 JAN 0446 144 578. 25-7 59.5
1 JAN 0020 11 0. 0.0 57.8 A 1 JAN 0234-78-247^--43^ 59.0 A 2 JAN 0448 245 56tf» 25.4 59.5
12 0. 0.0 57.S A 1 JAN 0236 79
•mm 1 JAN 0024 13 0. 0.0 57.8 A 1 JAN 0238 30
1 JAN 0026 14 0. 0.0 57.8 A 1 JAN 0240 31
1 JAN 0028 15 0. 0.0 57.8 A 1 JAN 0242 32
1 JAN 0030 16 0. 0.0 57.3 A 1 JAN 0244 83
1 JAN 0032 17 0. 0.0 57.8 A 1 JAN 0246 84
1 JAN 0034 18 0. 0.0 57,8 A 1 JAN 0248 85
1 JAN 0036 19 0. 0.0 57.8 A 1 JAN 0250 86
1 JAN 0038 20 0. 0.0 57.8 A 1 JAN 0252 87
OT 1 JAN 0040 21 0. 0.0 57,8 A 1 JAN 0254 88
1 JAN 0042 22 0. 0.0 57,8 A 1 JAN 0255 39
mm 1 JAN 0044 23 0. 0.0 57.8 A 1 JAN 0258 90
1 JAN 0046 24 0. 0.0 57.8 A 1 JAN 0300 91
m 1 JAN 0048 25 0. 0.0 57.8 A 1 JAN 0302 92
1 JAN 0050 26 0. 0.0 57,8 A 1 JAN 0304 93
ma 1 JAN 0052 27 0. 0.0 57,8 A 1 JAN 0306 94
m 1 JAN 0054 28 0. 0.0 57.8 A 1 JAN 0308 95
1 JAN 0056 29 0. 0.0 57.8 A 1 JAN 0310 96
mm 1 JAN 0058 30 0. 0.0 57.8 A 1 JAN 0312 97
I JAN 0100 31 0. 0.0 57.8 A 1 JAN 0314 98
tfl 1 JAN 0102 32 0. 0.0 57.8 A 1 JAN 0316 99
1 JAN 0104 33 0. 0.0 S7.8 A 1 JAN 0318 100
MM 1 JAN 0106 34 0. 0.0 57,8 A I JAN 0320 101
M 1 JAN 0108 35 0. 0.0 57,8 A 1 JAN 0322 102
I JAN 0110 36 0. 0.0 57.8 A 1 JAN 0324 103
. I JAN 0112 37 0. 0.0 57.8 A 1 JAN 0326 104
OT 1 JAN 0114 38 0. 0.0 57.8 A 1 JAN 0328 105
1 JAN 0116 39 0. 0.0 57.8 A 1 JAN 0330 106
. 1 JAN 0118 40 0. 0.0 57.8 A 1 JAN 0332 107
1 JAN 0120 41 0. 0.0 57,8 A 1 JAN 0334 108
MB 1 JAN 0122 42 0. 0.0 S7.8 A 1 JAN 0336 109
1 JAN 0124 43 0. 0.0 S7.8 A 1 JAN 0338 UO
mm 1 JAN 0126 44 1. 0.1 57.8 A 1 JAN 0340 Ul
m 1 JAN 0128 45 1. 0.1 57.8 A 1 JAN 0342 112
1 JAN 0130 46 1. 0.1 57.8 A 1 JAN 0344 113
mm 1 JAN 0132 47 2. 0.2 57,8 A 1 JAN 0346 114
mm 1 JAN 0134 48 3. 0.2 57.8 A 1 JAN 0348 lis
1 JAN 0136 49 3, 0.3 57.8 * 1 JAN 0350 116
1 JAN 0138 50 4. 0.3 57.9 A 1 JAN 0^2 117
MM 1 JAN 0140 51 5. 0,4 57.9 A 1 JAN 0354 118
I JAK 0142 52 6.-0.5 : 57.9 Ar I JAN 0356 119
I JAN 0144 53 7. 0.6 57.9 A 1 JAN 0358 120
Ml 1 JAN 0146 54 9. 0.7 57.9 A I JAN 0400 121
tfl 1 JAN 0148 55 11. 0.9 57.9 A I JAN 0402 122
1 JAN 0150 56 12. 1.0 58.0 A 1 JAN 0404 123
mm I JAN 0152 57 14. 1.2 ^.0 A 1 JAN 0406 124
1 JAN 0154 58 17. 1.4 58.0 A 1 JAN 0408 125
m 1 JAN 0156 59 19. 1.6 58.0 A 1 JAN 0410 126
1 JAN 0158 60 23. 1.9 58.1 A 1 JAN 0412 127
mm 1 JAN 0200 61 35. 2.1 ^.1 A I JAN 0414 128
MB 1 JAN 0202 62 39. 2.4 58,2 A I JAN 0416 129
1 JAN 0204 63 33, 2.8 58.2 A 1 JAN 0418 130
<H 1 JAN 0206 64 37. 3.1 58.3 A I JAN 0420 131
dIM 1 JAN 0208 65 43. 3.5 S8.3 A 1 JAN 0422 132
1 JAN 0310 66 46. 3.9 58.4 A 1 JAN 0424 133
MR 1 JAN 0212 67 53. 4.3 58.5 A I JAN 0426 134
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233.
321.
362.
427.
495,
564.
634,
703,
770,
835,
895.
951.
1003.
1050.
1094.
1135,
1190.
1239.
1280.
1313.
1340.
1359.
1373.
1377.
1377.
1371.
1359.
1343.
1324.
1301.
1276.
1249.
1221.
1193.
1164.
1136.
1117.
1098.
1078.
1057.
1036.^
1014.^:
993-
971.
949.
928.
907.
886.
865.
845.
834,
805.
785.
766.
748,
730.
15.4
17.2
19.2
21.2
23.3
25,3
27.4
29.5
31.5
33.5
35.3
37.0
38.5
40.0
41,3
42.5
43.6
44.6
45.4
46.0
46,5
45.9
47.1
47.3
47.2
47.1
46,9
46.6
46.2
45.8
45.3
44.7
44.2
43.7
43.1
42.5
42.0
41.4
40.8
40.2
39.5
38.9
38.3
37.6
36.9
%.3
35.6
35.0
34.4
33.8
33,2
32.6
32.0
31.4
30.9
30,3
59,1 A I JAN 0450 146 554. 25.0 59.5
59.2 A 1 JAN 0452 147 543, 24.7 59,5
59.3 A 1 JAN 0454 148 532, 24.4 59,5
59,4 A 1 JAN 0456 149 24.1 59.4
59,4 A 1 JAN 0458 150 512. 23.3 59.4
59.5 A 1 JAN 0500 151 502. 23.5 59.4
59.6 A 1 JAN 0502 152 493. 23.2 59.4
59.6 A 1 JAN 0504 153 484. 22.9 59,4
59.7 A 1 JAN 0506 154 475. 59.4
59.7 A 1 JAN 0508 155 467. 59,4
59,8 A 1 JAN 0510 155 459. 22.2 59.4
59.9 A 1 JAN 0512 157 451. 21.9 59,4
59,9 A 1 JAN 0514 158 444. 21,7 59.4
60.0 A 1 JAN 0516 159 437. 21,5 59.4
50.0 A 1 JAN 0518 150 430. 21.3 59.4
60.0 A 1 JAN 0520 151 424. 21,1 59.4
60,1 A 1 JAN 0522 162 418. 20.9 S9.3
60,1 A I JAN 0524 153-412. 20,8 59.3
50.1 A 1 JAN 0526 164 407. 20.6 59.3
60.1 A 1 JAN 0528 165 402. 20,5 59.3
60,2 A I JAN 0530 166 397. 20.3 59.3
60,2 A 1 JAN 0532 167 393. 20.2 59.3
60.2 A 1 JAN 0534 168 388. 20.0 59,3
60.2 A I JAN 0536 169 384. 19.9 59.3
60.2 A 1 JAN 0538 170 380. 19.8 59.3
60,2 A 1 JAN 0540 171 377. 19.7 59.3
60.2 A 1 JAN 0542 172 373. 19.6 59.3
60,2 A 1 JAN 0544 173 370. 19.5 59.3
60.1 A 1 JAN 0546 174 367. 19.4 59.3
60.1 A 1 JAN 0548 175 365. 19.3 S9.3
60.1 A 1 JAN 0550 176 363. 19.2 59.3
60.1 A 1 JAN 0552 177 362. 19.2 59.3
60.1 A 1 JAN 0554 178 360. 19.1 S9.3
60.1 A I JAN 0556 179 358. 19.0 59.3
60.1 A 1 JAN 0558 180 357. 18.9 59.3
60.0 A 1 JAN 0600 181 356. 18.9 59.3
60.0 A 1 JAN 0602 182 354. 18.8 59.3
60.0 A 1 JAN 0604 183 353. 18,8 .59.3 •
60.0 A 1 JAN 0606 184 352. 18.7 59.3 \
60.0 A 1 JAN 0608 185 350. 18.6 59.3 i
59.9 A 1 JAN 0610 186 349. 18.6 59.3 ^vj
59.9 A I JAN'0612 187 348. 18.5 59.3': 1
59.9 * 1 JAN 0614 188 347. 18.5 59.2 1
59.9 A 1 JAN 0616 189 346. 18.4 59.2
59.9 A 1 JAN 0618 190 345. 18.4 59.2 ^ i
59.8 A 1 JAN 0620 191 18.3 59.2
59.8 A 1 JAN 0622 192 343. 18.3 59.2
59.8 A 1 JAN 0624 193 341. 18,2 59.2
59.8 A 1 JAN 0626 194 339. 18.1 59.2
59.8 A I JAN 0628 195 336. 18.0 59.2
59.7 A 1 JAN 0630 196 333. 17.8 59,2
59.7 A 1 JAN 0632 197 329. 17,6 59.2
59,7 A I JAN 0634 198 324. 17.4 59.2
59.7 A 1 JAN 0636 199 320. 17,2 59.2
59.7 A I JAN 0638 200 315. 16,9 59,2
59.6 A
A
kAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
- PEAK FLOU
^ (CFS)
1377.
TIHE MAXmf AVERAGE FLOU
(HR) 6-HR 24-HR 72-HR 6.63-HR
3,37 (CFS) 479. 433. 433. 433.
(INCHES) 1.9U 1.9U 1.911 1.911
(AC-FT) 237, 237. 237. 237.
PEAK STORAGE. _TIME. JIAXIMUILAVERAGE .STORAGE.
(AC-FI)
. 47.
PEAK STAGE
(FEET)
60.17
(HR)
3.37
TIME
(HR)
3.37
6-HR
20.
5-HR
59.10
24-HK
18.
?2-HK
18.
6.63-HR
18.
HAXIMUH AVERAGE STAGE
24-HR 72-HR 5.63-HR
58.97 58.97 58.97
CUHULATIVE AREA = 2,33 SQ MI
m
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0.
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106.
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115.
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10418 130.
10420 131.
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10424 133.
10426 134.
10428 135.
" 10430 136.
^ 10432 137.
10434 138.
— 10435 139.
10433 140.
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^ 10442 142.
""10444 143.
^ 10446 144.
10448 145.
— 10450 146.
10452 147.
""10454 148.
10456 149.
10458 150.
-10500 151.
10502 152.
•"10504 153.
10505 154.
"10508 155.
.10510 156.
10512 157.
— 10514 158.
^10515 159,
10518 160.
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10522 162.
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10526 164.
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10532 167.
— 10534 158.
^10536 169.
10538 170.
10540 171. .
10542 172.
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10552 177.
10554 178.
10556 179.
• 10558 180.
10600 181. .
"10602 132.
M10504 183.
10606 134.
— 10608 185.
-10610 186.
10612 187.
^10614 188.
10616 139.
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A A
29 KK A A T
^ AAAAAAAAAAAAAA
MB SUBBASIN RUNOFF DATA
- 30 SA SUBBASIN CHARACTERISTICS
^ TAREA 0.97 SUBBASIN AREA
^ PRECIPITATION DATA
" ^ PS STORM 2.90 BASIN TOTAL PRECIPITATION
" 8 PI INCREMENTAL PRECIPITATION PATTERN
m 0.00 0,00 0.00 0.00 O.OO 0.00 0.00 0.00 0.00 0 00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o'oo
0.00 0.00 0,00 0,00 0,00 0.00 0.00 0.00 0.00 0*00
^ 0.00 0.00 0.00 0.00 O.OO 0.00 0.00 0.00 0.00 o'oo
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 00
0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 o"oi
^•'^l 0.01 0.01 0.01 0.01 0.01 0.01 0.02 0.02 o'o^
- 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0 0^ o'o2
0.02 0.02 0.02 0.01 0.01 O.OI 0,01 0,01 0.01 o'oi
0.01 0.01 0.01 0,01 0,01 0,01 0.01 0.01 0.01 o'oi
. 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0 01
0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o"oo
0,00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 o'oo
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o"oo
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0 00 0 00
^ 0.00 0,00 0,00 0.00 0.00 0.00 0.00 0,00 0.00 o"oo
0,00 0.00 0.00 0.00 0.00 0,00 0.00 0,00 0.00 o'oo
tf 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 00 o"oo
0.00 0.00 0.00 0.00 0.00 0,00 0.00 O.OO
m
^ 31 LS SCS LOSS RATE
STRTL 0.30 INITIAL ABSTRACTION
^ CRVNBR 87.00 CURVE NUMBER
RTIHP 0.00 PERCENT IHPERVIQUS AREA •
32 UD SCS DIMENSIONLESS UNITGRAPH
• TLAG 0.31 LAG •
AAA • UNIT HYDROGRAPH 49 END-OF-PERIOD ORDINATES 1424. 384. 74. 15. •5AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA HYDROGRAPH AT STATION A kkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkUUkkUkiiU^UUiU*^^^^ ,,,,,
mm 44. 146. 278. 455. 639. 961. 1185. 1335. 1413.
1393. 1309. 1205. 1084. 933. 766. 632. 534. 451.
38. m 332. 232. 238. 200. 171. 145. 123. 104.
20.
451.
38.
63. 53. 46. 39. 33. 28. 23.
104.
20. 17. . 13. 11. 10. 3. 5. e J. 3. 2. 0.
:=A MON HRMN -M
1 m
1 JAN
1 JAN
1 JAN
1 JAN
1 JAN
1 JAN
1 JAN
1 JAN
1 JAN
1 JAN
1 JAN
1 JAN
i JAN
1 JAN
1 JAN
1 JAN
1 JAN
1 JAN
1 JAN
1 JAN
1 JAN
1 JAN
1 JAN
1 JAN
1 JAN
1 JAN
1 JAN
1 JAN
1 JAN
1 JAN
1 JAN
1 JAN
1 JAN
1 JAN
1 JAN
1 JAN
1 JAN
1 JAN
1 JAN
1 JAN
1 JAN
1 JAN
1 JAN
1 JAN
1 JAN
1 JAN
1 JAN
1 JAN
1 JAN
1 JAN
1 JAN
1 JAN
1 JAN
1 JAN
1 JAN
I JAN
1 JAN
1 JAN
I JAN
1 JAN
1 JAN
1 JAN
0000 :
0002 2
0004 3
0006 4
0008 5
0010 6
0012 7
0014 3
0015 9
0018 10
0020 11
0022 12
0024
0026
0023
0030
13
14
15
16
0032 17
0034 18
0036 19
0038 20
0040 21
0042 22
0044 23
0046 24
0048 25
0050 26
0052 27
0054 28
0056 29
0058 30
0100 31
0102 32
0104 33
0106 34
0108 35
0110 35
0112 37
0114 38
0116 39
0118 40
0120 41
0122 42
0124 43
0126 44
0128 45
0130 45
0133 47
0134 48
0136 49
0138 50
0140 51
52 0142
0144 53
0146 54
0148 -55
0150 56
0152 57
0154 58
0156 59
0153 50
0200 61
0302 52
0204 63
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
O.OI
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0,01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0,01
0.01
0.01
0.02
0.02
0.02
0,02
0.02
0.02
•J m v mm
0.02
0.02
o.:o
0.00 o.co
0.00
0.00
0.00
0.00
0.00
0.00
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0,01
0.01
0.01
0.01
0.01
0,01
0,01
0,01
0.01
0.01
0,01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0,01
0,01
0.01
O.OI
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0,01
0.01
0,01
0,01
0.02
0.02
0,02
0.01
0,01
0.01
'J.'Ji
0.01
0.01
LXCE33 GChF G Til' 5> '"--S 33:1? 3
0.00 0, I JAN 0320 1 r. 1
J.Ui 0.02 0.00 0.01 " 71
- / i. 0.00 0. k I :AN 0322 102 0.02 0.00
0.00 0. t 1 JAN 0324 103 0.02 0.00 0.01 343.
0.00 0. k i JAN 0326 104 0.02 0.00 0.01 J Jl.
0.00 0. I JAN 0323 105 0.02 0.00 0.01 320.
0.00 0. A 1 JAN 0330 105 0.02 0.00 0.01 309.
0.00 0. A 1 -JAN 0332 107 0.02 0.00 0.01 •300.
0.00 0, k I JAN 0334 103 0.02 0.00 0.01 291.
0.00 0. k 1 JAN 0336 109 0.02 0.00 0.01 283.
0.00 0. k 1 JAN 0338 110 0.02 0.00 O.Oi 275.
0.00 0. k 1 JAN 0340 111 0.02 0.00 0.01 269.
0.00 0. ir 1 JAN 0342 112 0.02 0.00 0.01 253.
0.00 0. k 1 JAN 0344 113 0.02 0.00 0.01 259.
0.00 0. A 1 JAN 0346 114 0.01 0.00 0.01 •-rC-C uJJ .
0.00 0. A 1 JAN 0348 115 0.01 0.00 O.Gi 251.
0.00 0. k 1 JAN 0350 116 0.01 0.00 0.01 248.
0.00 0. k 1 JAN 0352 117 0.01 0.00 0.01 244.
0.00 0. k 1 JAN 0354 118 0.01 0.00 O.Oi 240.
0.00 0. A i JAN 0356 119 0.01 0.00 0.01 235.
0.00 0. A 1 JAN 0358 120 0.01 0.00 0.01 230.
0,00 0. A 1 JAN 0400 121 0.01 0.00 0.01 224.
0.00 0. A 1 JAN 0402 1 Tl
± liaia 0.01 0.00 0.01 218.
0.00 0. A 1 JAN 0404 123 0.01 0.00 0.01 211.
0.00 0. A 1 JAN 0406 124 0.01 0.00 0.01 205,
0.00 0. A 1 JAN 0408 125 0.01 0.00 0.01 199.
0.00 0. A 1 JAN 0410 126 0.01 0.00 0.01 194.
0.00 0. A 1 JAN 0412 127 0.01 0.00 0.01 189.
0.00 0. A 1 JAN 0414 128 0.01 0.00 0.01 185,
0.00 0. A 1 JAN 0416 129 0.01 0.00 0.01 182.
0.00 0. A 1 JAN 0418 130 0.01 0.00 0.01 179.
0.00 0. A 1 JAN 0420 131 0.01 0.00 0.01 176,
0.00 0. A 1 JAN 0422 132 0.01 0.00 0.01 174.
0.00 0. A 1 JAN 0424 133 0.01 0.00 0.01 171.
0.00 0. A 1 JAN 0426 134 0.01 0.00 0.01 159.
0.00 0. A 1 JAN 0428 135 0.01 0.00 0.01 156.
0.00 0. A 1 JAN 0430 135 0.01 0.00 0.01 163.
0.00 0. A 1 JAN 0432 137 0.01 0.00 0.01 150.
0.00 0. A 1 JAN 0434 138 0.01 0.00 0.01 157.
0.00 0. A 1 JAN 0436 139 0.01 0.00 0.01 155.
'0.00 0. A 1 JAN 0438 140 0.01 0.00 0.01 152.
0.00 0. A 1 JAN 0440 141 0.01 0.00 0.01 150.
0.00 0. A 1 JAN 0442 142 0.01 0.00 0,01 148.
0.00 0. A 1 JAN 0444 143 0,01 0.00 0,01 146.
0.00 0. A 1 JAN 0446 144 0.01 0.00 0.01 144.
0.00 0. A 1 JAN 0448 145 0.01 0.00 0,01 143.
0.00 0. A 1 JAN 0450 145 0.01 0.00 0.01 142.
0.00 0. A 1 JAN 0452 147 0.01 0.00 0,01 141.
0.00 0. A 1 JAN 0454 148 0.01 0.00 0.01 140.
0.00 0. A 1 JAN 0456 149 0.01 0.00 0.01 139.
0.00 0. A 1 JAN 0458 150 0.01 0.00 0.01 137.
0.00 1. A 1 JAN 0500 151 0.01 0.00 0,01 136.
0.00 1. A 1 JAN 0502 152 0.01 0.00 0,01 134.
0.00 iA m k 1 JAN 0504 153 0.01 0.00 0.01 133.
0.00 3. A 1 JAN 0505 154 0.01 0.00 0.01 132.
0.00 4. A 1 JAN 0503 0.01 0,00 0.01 130.
0.00 5. A I JAN 0510 156 0.01 0.00 0.01 129.
0.00 7. A 1 JAN 0512 157 0.01 0.00 0.01 128. 0.00 10. A 1 JAN 0514 158 0.01 0.00 0.01 127.
0.00 12. k 1 JAN 0516 159 0.01 0.00 0,01 ; 11
0.00 16. i I JAN 0513 130 0.01 0.00 0,01 126. 0.00 -r-, : JAN 0520 16 i 0.01 0.00 0.01 J. .^Q > 0.00 24. 1 JAN 0522 162 0.01 0.00 O.Oi 125. 0.01 29. A i JAN 0524 163 0.01 0.00 O.Oi 125.
. jHD ;j^'„'b
1 JAN 0203 OJ ),02 O.Oi 0.01 on I :AN 0^28
1 JAN mo
• r z
1 JAN 0210 ob 0.01 0.01 45. k
I :AN 0^28
1 JAN mo 166
1 JAN 0212 0/ 0.02 O.Gi 0.01 50. i Ib"
-* 1 JAN 0214 '33 0.0„ 0.01 0.01 5b. k 1 JAN 0534 ibS 1 JAN 0216 69 0.04 0.03 0.02 62. i JAN 0536 169
•<Ml 1 JAN 0213 '0 0.07 0,04 0.03 69. 1 JAN 0538 170
1 JAN 0220 --•1
.•1 0.07 0.04 0.03 79. 1 JAN 0540 1/1
twi 1 JAN 0222 nr. 0.07 0.04 0.03 93. k 1 JAN 0542
idM 1 JAN 0224 in 0.07 0.03 0.04 112. k 1 JAN 0544 173
1 JAN 0226 74 0.07 0.03 0.04 i-.r. * I JAN 0546 174
. 1 JAN 0223 -T
.• J 0.07 0.03 0.04 170. k 1 JAN 0543 ' 7^
i.' J 1 JAN 0230 76 0.07 0.03 0.04 209. A I JAN 0550 176 OT 1 JAN 0232 0.07 0.03 0.04 IE-"-, A 1 JAN 0552 1/
1 JAN 0234 73 0.07 0.03 0.05 300. ,+ 1 JAi^ 0554 173 1 JAN 0236 79 0.07 0.02 0.05 350. A 1 JAN 0556 179
tfl i JAN 0238 80 0.07 0.02 0.05 402. A 1 JAN 0553 130
1 JAN 0240 31 0.07 0.02 0.05 453. k 1 JAN 0600 131
m I JAN 0242 32 0.07 0.02 0.05 503. A 1 JAN 0602 182
1 JAN 0244 33 0.07 0.02 0.05 552. k 1 JAN 0604 133
>B 1 JAN 0246 34 0.05 0.01 0.03 597. A 1 JAN 0606 184
mpi 1 JAN 0248 35 0.02 0.00 0.01 635. A 1 JAN 0603 185
1 JAN 0250 35 0.02 0.00 0.01 668. A 1 JAN 0610 186
•B 1 JAN 0252 37 0.02 0.00 0.01 691. A 1 JAN 0612 187
1 JAN 0254 38 0.02 0.00 0.01 703. A 1 JAN 0614 138
1 JAN 0256 89 0.02 0.00 0.01 702. A 1 JAN 0515 139 1 JAN 0258 90 0.02 0.00 0.01 689. A i JAN 0518 190
1 JAN 0300 91 0.02 0.00 0.01 557. A 1 JAN 0520 191
1 JAN 0302 92 0.02 0.00 0.01 635. A 1 JAN 0622 192 1 JAN 0304 93 0.02 0.00 0.01 602. A 1 JAN 0624 193 MB 1 JAN 0306 94 0.02 0.00 0.01 565. A 1 JAN 0526 194
1 JAN 0308 95 0.02 0,00 0.01 529. A 1 JAN 0628 195
1 JAN 0310 96 0.02 0.00 0.02 493. A 1 JAN 0530 196
MB 1 JAN 0312 97 0.02 0.00 0.02 461. A 1 JAN 0532 197
1 JAN 0314 98 0.02 0.00 0.02 432. A 1 JAN 0634 198
mm 1 JAN 0316 99 0.02 0.00 0.01 407. A 1 JAN 0636 199
m I JAN 0318 100 0.02 0.00 0.01 388. A 1 JAN 0638 200
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m TOTAL RAINFALL = 2.90, TOTAL LOSS = 1.25, TOTAL EXCESS = 1.65
wPEAK FLOU
OT <CFS)
703.
TIHE
(HR)
2.90
MAXIMUM AVERAGE FLOW
(CES)
(INCHES)
(AC-FT)
5-HR
170.
1.633
34.
24-HR
154.
1.633
34.
72-HR
154.
1.633
84.
6.63-HR
154.
1.533
84.
CUMULATIVE AREA = 0.97 SQ MI
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0. 'An
0.00
MDAHRNN PER
lOOOO 10
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^ 10004 30
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^ 10008 50
10010 60
- 10012 70
10014 30
" 10016 90
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m 10032 170
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^ 10052 270
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. 10056 290
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" 10100 310
10102 320
" 10104 330
" 10106 340
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10114 380
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•10120 410
10122 420
"10124 430
m 10126 440
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«10130 460
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54 HC HYDROGRAPH COMBINATION
ICOHP 2 NUMBER OF HYDROGRAPHS TO COMBINE
AAA
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- HYDROGRAPH AI STATION A+BC
SUM OF 2 HYDROGRAPHS
:AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
A
-DA HON HRMN ORD FLOU A
1
DA HON HRMN ORD FLOU
1 JAN 0000 1 0. A
A 1 JAN 0140 51 5.
1 JAN 0002 n 0. A 1 JAN 0142 52 7.
1 JAN 0004 3 0. A 1 JAN 0144 53 9.
. 1 JAN 0006 4 0. A 1 JAN 0146 54 12.
1 JAN 0008 5 0. A 1 JAN 0148 55 14.
1 JAN 0010 5 0. A 1 JAN 0150 55 18.
1 JAN 0012 7 0. A 1 JAN 0152 57 22.
mm 1 JAN 0014 8 0. A 1 JAN 0154 58 26.
VtfM 1 JAN 0016 9 0. A 1 JAN 0155 59 32.
1 JAN 0018 10 0. A 1 JAN 0158 50 38.
m 1 JAN 0020 11 0. A 1 JAN 0200 51 45.
1 JAN 0022 12 0. A 1 JAN 0202 52 53.
. 1 JAN 0024 13 0. A 1 JAN 0204 53 62.
1 JAN 0026 14 0. A 1 JAN 0206 54 71.
1 JAN 0028 15 0. A 1 JAN 0208 65 81.
1 JAN 0030 16 0. A 1 JAN-0210 56 91.
1 JAN 0032 17 0. A i JAN 0212 67 102.
OT 1 JAN 0034 18 0. A 1 JAN 0214 58 113.
1 JAN 0036 19 0. A 1 JAN 0216 69 129.
— 1 JAN 0038 20 0. A 1 JAN 0218 70 147.
OT 1 JAN 0040 21 0. A 1 JAN 0220 71 159.
1 JAN 0042 Tl
ilil 0. A 1 JAN 0222 72 196.
1 JAN 0044 23 0. A 1 JAN 0224 73 231.
1 JAN 0046 24 0. A 1 JAN 0226 74 276.
^m 1 JAN 0048 25 0. A 1 JAN 0228 75 330.
MM 1 JAN 0050 25 0. A 1 JAN 0230 76 395.
1 JAN 0052 27 0. A 1 JAN 0232 77 468.
— 1 JAN 0054 28 0. A 1 JAN 0234 78 548.
1 JAN 0055 29 0. A 1 JAN 0236 79 633.
. 1 JAN 0058 30 0. A 1 JAN 0233 30 Tin /2v}.
1 JAN 0100 31 0. A JAN 0240 31 815.
1 JAN 0102 32 0. A 1 JAN 0242 32 931.
1 JAN 0104 33 0. A 1 JAN 0244 33 1047.
1 JAN 0106 34 0. A 1 JAN 0246 84 1151.
•M 1 JAN 0108 35 0. A i JAN 0248 35 1270.
1 -JAN 0110 36 0. A 1
i JAN 0250 86 1371.
i JAN 0112 37 0. A 1 JAN 0252 37 1461.
1 JAN 0114 38 A
u. A 1 JAN 0254 S3 1537.
1 JAN 0116 39 0. A 1 JAN 0256 39 1597.
DA MON HRMN ORD
1 JAN 0320
1 JAN 0322
1 JAN 0324
1 JAN 0326
1 JAN 0328
I JAN 0330
1 JAN 0332
1 JAN 0334
1 JAN 0336
1 JAN 0338
1 JAN 0340
1 JAN 0342
1 JAN 0344
1 JAN 0346
1 JAN 0348
1 JAN 0350
1 JAN 0352
1 JAN 0354
1 JAN 0356
1 JAN 0358
1 JAN 0400
1 JAN 0402
1 JAN 0404
1 JAN 0406
1 JAN 0408
1 JAN 0410
1 JAN 0412
1 JAN 0414
1 JAN 0416
JAN 0413
JAN 0420
JAN 0422
JAN 0424
JAN 0425
JAN 0423
JAN 0430
JAN 0432
JAN 0434
IAN 0435
101
102
103
104
105
106
107
108
109
no
Ul
112
113
114
US
115
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
1-34
135
136
i J/
ij3
ELOU
1742.
1734.
1720.
1702.
1679.
1553.
1623.
1591.
1558.
1524.
1490.
1456.
1423.
1391.
1368.
1345.
1322.
1297.
1271.
1244.
1216.
1188:
1161.
1133.
1106.
1080.
1055.
1030.
1006.
933.
952.
940.
919,
899.
873.
353.
339.
320.
DA HON HRMN ORD
1 JAN 0500
1 JAN 0502
1 JAN 0504
1 JAN 0506
1 JAN 0508
1 JAN 0510
1 JAN 0512
1 JAN 0514
1 JAN 0515
1 JAN 0518
1 JAN 0520
1 JAN 0522
1 JAN 0524
1 JAN 0526
1 JAN 0528
1 JAN 0530
1 JAN 0532
1 JAN 0534
1 JAN 0535
1 JAN 0538
1 JAN 0540
1 JAN 0542
1 JAN 0544
1 JAN 0546
1 JAN 0548
1 JAN 0550
JAN 0552
JAN 0554
I
1
1 JAN 0556
JAN 0553
JAN 0600
JAN 0602
JAN 0504
JAN 0606
JAN 0608
JAN C6i0
JAr* :3.2
JAN 0614
151
152
153
154
155
156
157
158
159
160
151
162
163
154
165
156
157
168
169
170
171
172
173
175
176
177
1?S
179
130
131
182
133
134
135
135
•.J7
183
m
FLOU
638.
627.
617.
507.
597.
588.
579.
571.
554.
556.
550.
543.
537.
532.
527.
522.
517.
512.
508.
504.
501.
497.
494.
491.
439.
487.
486.
484.
433.
431.
430.
479.
477.
475.
475.
474.
472.
471.
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JAN 0124 43 0. A If-- il
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i JAN 012S 44 i. A 1 JAN 0306
„. ^ JAN 0123 45 1 . A : JAN 0303
JAN 0130 45 i , A 1 JAN 0310
1 JAN 0132 47 1 .A 1 JAN .M -1 1
1 JAN 0134 48 1
J. A 1 JAN 0314
•JAN 0136 49 3. A 1 i. JAN 0316
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# JAN 0313
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0622
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192
193
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95 1719. A 1 JAN 0448 145 709. i JAN •^-'bJS : JJ 440.
96 1 nil 1 / J.:^. A 1 JAN 0450 146 696. A 1 JAN 0530 195 423.
97 1741. A 1 JAN 0452 147 634. 4, JAN 0632 197 415.
98 A 7 JAN 0454 148 1
.1 JAN 0624 198 402.
99 1747. A 1 -JAN 0455 149 660. A 1 JAN 0636 19*^ 337.
00 ::47. A -JAN 0453 150 649. i 1 1 JAN 063c 230 -T-l
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AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA AAAAAAAAAAA
PEAK FLOy
I (CFS)
1747.
TIME
(HR)
3.27
MAXIMUM AVERAGE FLOy
6-HR 24-HR 72-HR 6.b3-NR
(CFS) 649. 537. 537. 537.
(INCHES) i.329 1.329 1.329
(AC-H) lin
OlU^ m 322.
CUMULATIVE ASEA = 3.30 SQ fil
0.
IiAHRhN PER
10000
^10002 20
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.10005 40
10008 50
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10012 70
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^10026 140
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"•10034 180
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10038 200
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10042 220
"10044 230
10046 240
"•10048 250
MIOOSO 260
10052 270
«il0054 280
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10058 300
••10100
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"10104 330
10105 340
"10108 350
OTIOUO 360
10112 370
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10120
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M10124 430
10125 440
—10128 450
10130 460
"0132 470
J0134 480
10136 490
"10138 500
10140
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200.
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"10330 105
10332 107
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10338 no
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10342 112,
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•l0348 115,
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10412 127.
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63.
69.
70.
71.
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74.
75.
76.
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78.
79.
30.
81.
32.
33.
34.
35.
85.
87.
38.
89.
90.
91.
92.
93.
94.
95.
96.
97.
98.
99.
• 0413 • '^"^ 10413 130.
10422 132.
""10424 133.
10426 134.
10423 135.
.10430 135.
10432 137.
"* 10434 133.
10435 139.
10438 140.
MM 10440
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" 10448 145.
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10452 147.
•10454 148.
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"•10458 150.
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10505 154.
•"10508 155.
10510 155.
""10512 157.
MI0S14 158.
10516 159.
-10518 160.
10520
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^10524 153.
10526 164.
"10528 165.
10S30 166.
"10532 167.
«10534 168.
10536 169.
«10538 170.
^10540
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10544 173.
"10546 174.
••10548 175.
10550 176.
-10552 177.
^10554 178.
10556 179.
.10558 180.
10600
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"10606 184.
OT10508 185.
10610 186.
.10612 187,
10614 188.
*'I0616 189.
10618 190.
.10522 192.
10524 193.
.10625 '55
10630 196
10652 197
10634 198
10636 199
10638 200
.-0
«
RUNOFF SUMMARY
FLOU IN CUBIC FEET FES SECOND
TIME IN HOURS, AREA IN SQUARE HILES
PEAK TIME OF AVERAGE FLOW FOR MAXIMUM PERIOD SA3IN HAXIhUM TIME GE
OPERATION STATION FLOU PEAK 6-HOUR 24-HOUR 72-HOUR AREA STAGE HAX STAG^
HYDROGRAPH AT C 1400. 3.03 391. 353. 353. 1.73
ROUTED TO ROUTE 1318. 3.17 335. 349. 349. 1.73 77.13 3.17
HYDROGRAPH AT B 620. 2.80 127. 115. 115. 0.60
2 COMBINED AT B+C 1562. 3.13 513. 464, 454. 3.33
ROUTED TO ROUTE 1377. 3.37 479. 433. 433. 2.33 60.17 3.37
HYDROGRAPH AT A 703. 2.90 170. 154. 154. 0.97
2 COMBINED AT A+BC 1747. 3.27 649. 587. 587. 3.30
AAA NORMAL END QF HEC-1 AAA
APPENDIX "B"
HEC-2
m
mm
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
WATER SURFACE PROFILES
VERSION OF NOVEHBER 1976
UPDATED AUGUST 1983
SUN DATE 24-A TIME 11:2
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
A U.S. ARHY CORPS OF ENGINEER
A THE HYDROLOGIC ENGINEERING
A 609 SECOND STREET. SUITE D
A DAVIS. CALIFORNIA 95516
A (916) 440-2105 (FTS) 443-21
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HEC2 RELEASE DATED NOV 76 UPDATED MARC 1982
ERROR CORR - 01,02,03,04,05
ilODIFICAIION - 50,51,52,53.54,55
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
. Ti ENCINAS CREEK; CHANNEL FROM 350 TO 420 EXTRA BID ITEM, PSA DESIGN
T2 NAME ON DISK IS ENCINAS3.DAI
.
T3 AAAAAENCINAS CREEK DISCHARGE FROM HECI, 100 YEAR 6 HOUR
Jl ICHECK INQ NINV IDIR STRT METRIC HVINS Q USEL FQ
0. 0. 0. 0.009500 0.00 0.0 1747. 50.000 0.000
MM J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBU CHNIM ITRACE
Ml
-1.000 1.000 -1.000 0.000 0.000 0.000 -1.000 0.000 0,000 15.000
NC 0.100 0.100 0.100 0.000 0.000 0.000 0.000 0,000 0.000 0.000
XI 100.000 24.000 461.000 562.000 O.OOO 0.000 0.000 0,000 0.000 0.000
GR 60.000 0.000 58.000 12.500 55.000 23.000 54.000 32.000 52.000 48.000
GR 50.000 72.000 49.800 112.000 49.700 155.000 48.000 258,000 48.600 329.000
GR 48.000 330.000 49.000 331.000 48.400 359.000 47.700 461.000 45.600 529.000
tfi GR 44.000 530.000 46.400 531.000 47.100 562.000 48.000 596,000 50.000 605.000
m GR 52.000 508.000 54.000 611.000 55.000 615,000 57.800 619,000 0.000 O.OOO
m XI 110.000 23.000 432.000 752.000 230.000 166,000 208.000 0.000 0.000 0.000
GR 70.000 0.000 68.000 10.000 66.000 16.000 64.000 24.000 62.000 33.000
m GR 50.000 46.000 58.000 83.000 56.000 108.000 54,000 126.000 54.400 132.000
GR 50.700 232.000 50.200 332.000 50.100 432.000 48,800 532.000 50.000 752.000
OT GR 52.000 776.000 54.000 785.000 56.000 795.000 58.000 803.000 60.000 810.000
mm GR 52.000 815.000 54.000 825.000 55.000 828.000 0.000 0.000 0.000 O.OOO
m XI 120.000 23.000 308.000 500.000 355.000 385,000 355,000 0.000 0.000 0.000
GR 72.800 0.000 65.000 35.000 64.000 53.000 52,000 65.000 50.000 78.000
ma GR 58.000 87.000 56.000 104.000 54.000 178.000 53,600 198.000 52.000 308.000
OT GR 51.000 390.000 51.600 500.000 52.000 502.000 52,000 511.000 54.000 620.000
GR 56.000 630.000 58.000 538.000 60.000 645.000 52,000 550.000 64.000 650.000
<MI GR 56.000 570.000 58.000 583.000 70.000 692.000 0.000 0.000 0.000 0.000
tfi XI 130.000 27.000 88.000 150.000 262.000 345.000 295.000 0.000 0.000 0,000
GR 75.700 0.000 74.000 2.000 72.000 6.000 70.000 10.000 68.000 14.000
GR 65.000 21.000 64.000 24.000 52.000 23.000 60.000 54.000 53.000 79.000
tf^ GR 56.000 88.000 54.000 113.000 53.300 125.000 54.000 132.000 56.000 140.000
GR 55.600 150.000 56.000 181.000 54.000 195.000 54,000 525.000 56.000 534.000
GR 58.000 540.000 60.000 545.000 62.000 550.000 54,000 556.000 65.000 559.000
GR 58.000 565.000 70.000 569.000 0.000 0.000 0,000 0.000 0.000 0.000
24-A 11:2 PAGE
Xi 140.000 22.000 90.000 146.000 150.000 152.000 149.000 0.000 0.000 0.000
GR 73.900 0.000 69.700 5.000 68.000 10.000 66.000 15.000 64.000 25.000
GR 62.000 36.000 60.000 45.000 53.000 55.000 56.600 90.000 55.000 99.000
GR 55.200 110.000 56.000 121.000 57.400 146.000 57.000 157.000 55.300 205.000
GR 53.000 498.000 50.000 518.000 62.000 547.000 64.000 570.000 56.000 590.000
GS 68.000 602.000 70.000 611.000 0.000 0.000 0.000 0.000 0.000 0.000
XI 150.000 21.000 72.000 130.000 217.000 214.000 217.000 0.000 0.000 0.000
GS 70.900 0.000 60.000 22.000 58.000 25.000 58.500 72.000 57.000 107.000
GR 58.000 120.000 58.200 130.000 58.000 143.000 57.600 155.000 57.500 218.000
GR 56.500 287.000 56.200 352.000 57.100 423.000 53.000 450.000 60.000 466.000
. GR 60.000 476.000 54.000 482.000 65.000 490.000 58.000 494.000 70.000 500.000
mm GR 72.000 505.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
XI 150.000 18.000 73.000 148.000 198.000 200,000 198.000 0.000 0.000 0.000
GR 71.300 0.000 61.000 27.000 60.000 36,000 59.700 73.000 58.000 90.000
OT GR 57.600 105.000 58,000 118.000 58.200 148.000 58.500 220.000 58.800 325.000
GR 59.500 383.000 50.000 423,000 62.000 430.000 64.000 435.000 66,000 440.000
. GR 68.000 446.000 70,000 453.000 72.000 458.000 0.000 0.000 0.000 0.000
MM
NC 0.050 0.050 0,050 0.000 0.000 0.000 0.000 0.000 0.000 0.000
XI 170.000 20.000 90,000 150.000 220.000 214.000 217.000 0.000 0.000 0.000
.1 GR 74.200 0.000 58.200 27,000 52.000 72.000 62.500 80.000 52.000 90.000
^m GR 50.000 110.000 58.800 120.000 50.000 140.000 50.400 150.000 60.000 180.000
mm GR 59.200 230.000 60.000 282.000 60.800 340.000 62.000 413.000 64.000 418.000
m
GR 65.000 424.000 68.000 427.000 70.000 432,000 72.000 437.000 74.000 443.000 m
XI 180.000 22.000 90.000 125.000 167.000 191.000 180.000 0.000 0.000 0.000
m GR 75.700 0.000 73.000 5.000 70.000 20,000 68.000 26.000 66.000 34.000
OT GR 64.000 50.000 52.000 90.000 50.000 97.000 59.800 110.000 60.000 118.000
GR 62.000 125.000 64.500 175.000 54.800 335.000 54.000 380.000 66.000 460.000
— GR 68.000 483,000 70.000 502.000 72.000 517.000 74.000 724.000 75.000 728.000 • GR 78.000 732.000 80.000 742.000 0.000 0.000 0.000 0.000 0.000 0.000
mm XI 190.000 19.000 30.000 75.000 135.000 100.000 109.000 0.000 0.000 0.000
GR 78.200 0.000 55.000 30.000 64.000 58.000 62.200 55.000 64.000 70.000
m GR 56.000 75.000 58.000 30.000 70.000 86,000 72.000 102.000 73.700 167.000
GR 72.300 208.000 72.400 305.000 72,100 440.000 72.000 450.000 74.000 495.000
•mm GR 76.000 520.000 78.000 522.000 30.000 540.000 82.000 544.000 0.000 O.OOO
m XI 200.000 20.000 440.000 453.000 437.000 435.000 435.000 0.000 0.000 0.000
mm GR 79.000 0.000 68.000 25.000 70.000 345.000 72.000 360.000 70.000 359.000
GR 70.000 398.000 70.000 413.000 68,000 429.000 66.000 440.000 64.000 453.000
tfi GR 53.500 456.000 64.000 459.000 65.000 453.000 68.000 470.000 70.000 475.000
. GR 72.000 518.000 74.000 526.000 76.000 533.000 78.000 537,000 80.000 543.000
tfi XI 210.000 24.000 450.000 488.000 100.000 100.000 100.000 0.000 0.000 0.000
GR 80.500 0.000 69.900 21.000 70.000 55.000 70.000 72.000 68.500 172.000
. GR 68.500 240.000 58.800 298.000 69.200 407.000 70.000 434.000 70.000 442.000
GR 68.000 450.000 66.000 457.000 64,100 470.000 66.000 480.000 68.000 488.000
QR 70.000 493.000 72.000 532.000 74.000 573.000 76.000 580.000 78.000 588.000
M QR 30.000 595.000 32.000 600.000 34.000 610.000 86.000 615.000 0.000 0.000
24-A 11:2 PAGE
*-
NC 0.040 0.040 0.080 0.000 0.000 0.000 0.000 0.000 0.000 0.000
XI 220.000 15.000 455.000 498.000 298.000 305.000 301.000 0.000 0.000 0.000
..... GR 32,300 0.000 72.000 20.000 72.500 32.000 72.000 54.000 69.900 260.000
GR 70,400 355.000 70.000 455.000 68.000 464.000 64.400 485.000 68.000 492.000
GR 70.000 498.000 72.000 501.000 74.000 550.000 76.000 602.000 78.000 540.000
QT 1.000 1562.000 0.000 0.000 0.000 0.000 0.000 0.000. 0.000 0.000
XI 230.000 18,000 470.000 508.000 217.000 217.000 217.000 0.000 O.OOO 0.000
GR 82.200 0.000 74.000 16.000 74.000 20.000 73.300 liO.OOO 72.000 168.000
GR 71.100 210,000 71.200 355.000 71.300 410.000 70.000 470.000 68.000 481.000
GR 65.600 495.000 68.000 504.000 70.000 508.000 72.000 514.000 74.000 531.000
GR 75.000 538.000 78.000 542.000 80.000 544.000 0.000 0.000 0.000 0.000
XI 240.000 21.000 502.000 540.000 302.000 302.000 302.000 0.000 0.000 0.000
GR 80.900 0.000 77.000 7.000 76.000 20.000 74.300 110.000 74.000 145,000
GR 73.500 235.000 73.500 290.000 73.600 485.000 72.000 502.000 70.000 509.000
. GR 68.000 513.000 68.300 518.000 68.000 521.000 70.000 531.000 72,000 540.000
GR 74.000 542.000 76.000 548.000 78.000 569.000 30.000 581.000 82.000 593.000
5R 84.000 503.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
mm XI 250.000 18.000 506.000 542.000 294.000 293.000 294.000 0.000 0.000 0.000
•tm GR 83.600 0.000 77.800 10.000 75.000 141.000 75.900 225,000 76.000 340.000
MB GR 76.600 480.000 76.000 498.000 74.000 506.000 72,000 515.000 70.000 518.000
GR 69.100 525.000 70.000 530.000 72.000 538.000 74,000 542.000 76.000 548.000
GR 78.000 550.000 80.000 552.000 81.500 516.000 0,000 0.000 0.000 0.000
m XI 260.000 20.000 486.000 522.000 258.000 267.000 266,000 0.000 0.000 0.000
GR 86.200 0.000 80.700 13.000 80.000 50.000 78.600 155.000 78,000 222.000
mm GR 77.500 252.000 78.000 272.000 78.700 458.000 78.000 470.000 76.000 477.000
m GR 74.000 486.000 72.000 491.000 70,000 495.000 69.900 500.000 70.000 509.000
GR 72.000 515.000 74,000 522.000 75.000 524.000 78,000 528.000 80.000 530.000
mm XI 270.000 17.000 412.000 449.000 254.000 245.000 251.000 0,000 0.000 0.000
NM GR 90.200 0.000 82,000 32.000 83.100 50.000 82.000 14S.000 31.200 209.000
GR 80.000 405.000 78.000 409.000 76.000 412,000 74.000 416.000 72.000 420.000
GR 71.900 425.000 72.000 432.000 74.000 442.000 76.000 449.000 78,000 454.000
OT GR 80.000 458.000 90,000 463.000 0.000 0.000 0.000 0.000 0.000 0.000
XI 280.000 25.000 450.000 483.000 259.000 249.000 255.000 0.000 0.000 0.000
tfl GR 94.900 0.000 86.500 17.000 85.000 25.000 34.800 155,000 85.100 192.000
GR 84.200 306.000 84.600 215.000 84.000 277.000 34,000 358,000 86.000 368.000
GR 86,000 448.000 84.000 450.000 82.000 455.000 30.000 460,000 79.000 465.000
GR 80.000 474.000 82.000 479.000 84.000 483.000 86,000 485,000 86.000 4S8.000
MM GR 90.000 492,000 90.000 504.000 38.000 548.000 38.000 605.000 88.300 667.000
XI 290.000 19.000 486,000 549.000 354.000 353.000 353.000 0.000 0.000 0.000
Mi GR 104.600 0.000 108.000 7.000 106.000 68.000 104.000 114.000 102.000 146.000
GR 100.000 170.000 100.000 210.000 98.000 256.000 96.000 405.000 94.000 485.000
. GR 93.000 492.000 90.000 500.000 39.900 520.000 90.000 540.000 92.000 546.000
MB GR 94.000 549.000 96.000 552.000 98.200 555.000 100,000 616.000 0.000 0.000
24-A 11:2 PAGE
NC 0.013 0.013 0.013 0.000 0.000 0.000 0.000 0.000 0.000 0.000
XI 300.000 14.000 380.000 527.000 113.000 50.000 40.000 0.000 0.000 0.000
GS 105.800 0.000 108.500 7.000 108.000 22.000 106.000 74.000 104.000 102.000
GR 102.000 142.000 100.000 202.000 98.000 246.000 96.000 380.000 95.600 505.000
GR 96.000 527.000 98.000 577.000 100.000 628.000 101.500 690.000 0.000 0.000
m NC 0.040 0.040 0.080 0.000 0.000 0.000 0.000 0.000. 0.000 0.000
mm Xi 310.000 23.000 453.000 580.000 232.000 37.000 35.000 0.000 0.000 0.000
GR 107.600 0.000 106.000 6.000 104.000 12.000 102.000 35.000 100.000 138.000
mm GR 99.400 235.000 98.000 272.000 98.000 295.000 100.000 408.000 100.000 446.000
GR 98.000 460.000 96.000 453.000 94.000 458.000 92.000 476.000 90.000 490.000
GR 89.300 495,000 90.000 528.000 92.000 560.000 94.000 580.000 95.000 584.000
. GR 98.000 589.000 100.000 592.000 110.000 603.000 0.000 0.000 0.000 0.000
QT 1.000 1400,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
XI 320.000 28.000 380.000 438.000 330.000 355.000 337.000 0.000 0.000 0.000
GR 113.300 0.000 103.500 20.000 103.200 75.000 103.800 200.000 103.400 250.000
GR 103.300 303.000 104.000 330.000 104.700 340.000 104.000 365.000 102.000 370.000
GR 100.000 373,000 98.000 373.000 96.000 380.000 94.000 390.000 92.000 405.000
GR 91.500 415,000 92.000 422.000 94.000 437.000 96.000 438.000 98.000 441.000
GR 100.000 446,000 102.000 448.000 104.000 452.000 106.000 456.000 108.000 4S8.000
GR 110.000 460,000 112.000 462.000 114.000 456.000 0.000 0.000 0.000 0.000
MB XI 330.000 18,000 295.000 354.000 296.000 295.000 296.000 0.000 0.000 0.000
GR 116.600 0,000 100.400 32.000 100.300 82.000 100.100 128.000 100.900 236.000
GR 100.000 291.000 98.000 295.000 96.000 301.000 94.000 315.000 92.000 336.000
Ml GR 91.900 330,000 92.000 333.000 94.000 344.000 96.000 350,000 98.000 3S4.000
•m GR 100.000 358,000 UO.OOO 373.000 120.000 380.000 0.000 0,000 0.000 0.000
m XI 340.000 19,000 273.000 316.000 302.000 302.000 303.000 0.000 0.000 0.000
GR 116.200 0.000 104.200 25.000 104.000 62.000 104,000 157.000 106.000 253.000
<«B GR 106,000 256,000 104.000 262.000 102.000 264.000 100.000 268.000 98.000 273.000
GR 96.000 279.000 94.000 290.000 93.500 295.000 94,000 304,000 96.000 312.000
GR 98,000 315.000 100.000 320.000 UO.OOO 330.000 120.000 341,000 0.000 0.000
mm XI 350.000 14.000 218.000 246.000 172.000 175.000 173.000 0,000 0.000 0.000
m GR 114.400 0.000 106.000 17.000 106.000 209.000 104.000 210.000 102.000 215.000
GR 100.000 218.000 98.000 223.000 96.000 231.000 95.700 233.000 96.000 235.000
. GR 98.000 244,000 100.000 246.000 UO.OOO 257.000 120.000 268.000 0.000 0.000
m NC 0.040 0,050 0.035 0.000 0.000 0.000 0.000 0.000 0.000 0.000
XI 360.000 18.000 175.800 195.000 124.000 122.000 123.000 0.000 0.000 0.000
GR 112.000 0.000 107.600 10.000 108.000 75.000 UO.OOO 152.000 108.000 156.000
m GR 106.000 151.000 104.000 155.000 102.000 169.000 100.000 173.000 98.500 175.800
GR 98.500 185.800 100.000 195.000 102.000 200.000 104.000 201.000 106.000 203.000
mm GR 108.000 205.000 UO.OOO 208.000 120.000 220.000 0.000 0.000 0.000 0.000 • XI 370.000 21.000 15.300 35.300 215.000 220.000 218.000 0.000 0.000 0,000
GR 109.200 0.000 108.000 2.300 105.000 6.300 104.000 10.300 102.000 14.300
GR iOl.500 15,300 101.500 25.300 101.500 35.300 102.000 36.300 104.000 40.300
• GR 106.000 44.300 108.000 48.300 109.800 51.900 108.000 150.000 106.000 155.000
bR 104.000 152.000 102.000 167.000 104.000 135.000 106.000 190.000 108.000 192.000
bS 110.000 193.000 O.OOO 0.000 0.000 O.OOO 0.000 O.COO 0.000 0.000
24-A ii:2 PAGE
'rm XI 371.000 21.000 14.600 29.600 22.000 23.000 22.000 0.000 0.000 0.000
GR 109.100 0.000 108.000 2.200 105.000 6.200 104.000 10.200 102.000 14.200
HIM GR 101.300 14.600 101.300 22.100 101.300 29.500 102.000 30.000 104.000 34.000
GR 105.000 38.000 108.000 42.000 109.000 44.000 108.000 140.000 106.000 150.000
nm GR 104.000 158.000 102.200 155.000 104.000 178.000 105.000 183.000 108.000 185.000
. GR 110.000 187.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
•ma XI 372.000 19.000 12.900 32.900 53.000 54.000 53.000 0.000 0.000 0.000
GR 108.900 0.000 108.000 1.300 105.000 5.300 104.000 9.300 102.500 13.900
GR 102.500 22.900 102.500 32.900 104.000 35.900 105.000 39.900 106.000 92.000
GR 106.000 130.000 105.900 135,000 106.000 142.000 104.000 153.000 102.700 150.000
GR 104.000 156.000 105.000 175.000 108.000 180.000 UO.OOO 186.000 0.000 0.000
mm XI 380.000 17.000 11.500 31.600 30.000 77.000 78.000 0.000 0.000 0.000
•im GR 109.200 0.000 108.000 2.400 106.000 6.400 104.000 10.400 103.400 11.600
GR 103.400 21.600 103.400 31.600 104.000 32.800 105.300 36.400 105.000 117.000
mm GR 106.000 155.000 104.000 170.000 103.500 178.000 104,000 183.000 106.000 190.000
ma GR 108.000 197.000 UO.OOO 205.000 0.000 0.000 0.000 0.000 0.000 0.000
XI 390.000 15.000 4.500 37.000 155.000 165.000 155.000 0.000 0.000 0.000
GR 110.800 0.000 UO.OOO 1.600 108.000 4.600 106.000 8.600 104.100 13.000
GR 104.100 23.000 104.100 33.000 105.000 37.000 108.000 41.000 106.200 127.000
tfi GR 105.000 180.000 104.200 200.000 105.000 218.000 108.000 225.000 UO.OOO 228.000
mm XI 400.000 20.000 8.200 31.000 145.000 145.000 145.000 0.000 0.000 0.000
GR 112.100 0.000 112.000 0.200 liO.OOO 4,200 108,000 8.200 106.000 12.200
Mi GR 104.700 19.500 106.000 27.000 108.000 31.000 UO.OOO 35.000 112.000 39.000
GR 110.900 106.000 U1.700 160.000 UO.OOO 185.000 108.000 206.000 106,000 220.000
am GR 104.400 226.000 106.000 230.000 108.000 237.000 UO.OOO 240.000 112,000 246.000 !• XI 410.000 25.000 12.500 36.000 175.000 175.000 175.000 0.000 0.000 0.000
m GR 114.300 0.000 114.000 0.500 112.000 4.600 UO.OOO 8.600 108.000 12.600
^m GR 106.000 16.500 10S.400 25.000 106.000 32.000 108.000 35.000 UO.OOO 40.000
mm GR 110.700 102.000 UO.OOO 140.000 108.000 150.000 106.500 155.000 I08.00O 162.000
mm GR UO.OOO 166.000 110.300 185.000 UO.OOO 202,000 108.000 206.000 106.000 210.000
OT
GR 104.600 214.000 106.000 219.000 108.000 224.000 UO.OOO 227.000 112.000 230.000
XI 420.000 25.000 15.300 46.000 150.000 150.000 160.000 0.000 0.000 0.000
«« GR 118.400 0.000 118.000 0.800 115.000 4.800 114.000 3.300 112,000 12.800
tfl GR UO.OOO 15.800 108.000 20.800 105.000 31.000 108.000 42.000 UO.OOO 46.000
GR 112.000 50.000 113.300 30.000 112.000 120.000 111.400 140.000 112.000 152.000
•IBI GR 112.300 210.000 112.000 230.000 110.000 233.000 108.000 236.000 106.000 239.000
GR 105.900 241.000 106.000 243.000 108.000 249.000 UO.OOO 252.000 118.000 269.000
EJ 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
^4-N 11:2 FAi3£
SECNO DEPTH CWSEL CRIUS ySELK EG HV HL OLOSS BANK ELEV
Q QLOB QCH QROB ALOB ACH AROB UOL TWA LEFT/RIGHT
TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA
SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TQPUID ENDST
APROF 1
CRITICAL DEPTH TO BE CALCULATED AT ALL CROSS SECTIONS
ASECNO 100.000
100.00 5.68 49.68 48.55 50.00 49.73 0.10 0.00 0.00 47.70
1747. 645. 919. 183. 372. 305. 79. 0. 0. 47.10
0.00 1.73 3.00 2.32 0.100 0.100 0.100 0.000 44.00 155.28
0.009625 0. 0. 0. 0 13 r
J 0.00 447.23 503.55
FLOU DISTRIBUTION FOR SECNO= 100.00 CUSEL= 49.68
. STA= 156. 258. 329. 330. 331. 359. 451. 552. 596. 5C
tfi PER Q= 6.3 8.9 0.1 0.1 2.3 19.2 52.5 10.0 0.5
AREA= 85.4 90.8 1.3 1.2 27.4 166.1 306.1 72.4 5.3
ma VEL= 1.3 i.7 1.5 1.3 1.4 2.0 3.0 2.4 1.3
m ASECNO UO.OOO
mtl 110.00 2.59 51.49 50.43 0.00 51.55 0.06 1.77 0.00 50.10
1747. 3S2. 1381. 14, 248. 566, 13. 4. 3. 50.00
m 0.03 1,42 2.07 1.05 0.100 0.100 0.100 0.000 48.80 210.49
m
0.007339 230. 208. 166, 2 14 0 0.00 559,46 769.95
m
FLOU DISTRIBUTION FOR 5ECN0= 110,00 CUSEL= 51.49
STA= 210. 232. 332. 432. 752. 770.
tfi PER Q= 0.3 7.9 12.0 79.0 0.8
AREA= 8.5 104.5 134.6 565.7 13.4
am VEL= 0.7 1.3 1.6 2,1 1.0
m ASECNO 120.000
— 120.00 2.95 53.95 52.58 0.00 54.02 0.07 2.47 0.00 52.00
m 1747. 167. 1101. 479. 130. 493. 245. 12. 7. 51.50
0.08 1.29 2.23 1.95 0.100 O.iOO 0.100 0.000 51.00 180.39
m 0.006432 355. 355. 385. 3 14 0 0.00 439.40 619.79
m
m» FLOW DISTRIBUTION FOR SECNO= 120.00 CUSEL= 53.95
m STA= 180. 198. 308. 500. 502. 5 11. 620.
PER Q= 0.1 9.5 63,0 25.0 1.9 0.6
mm AREA= 3.1 126.7 492.8 219.5 17.5 3.6
OT VEL= 0.4 1.3 2.2 2.0 1.9 1.2
24-A 11:2 PAGE
i m SECNO DEPTH CWSEL CRIUS WSELK EG HV HL OLOSS BANK ELEV
a QLOB QCH QRQB ALOB ACH AROB VOL TWA LEFT/RIGHT
TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA
SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST
ASECNO 130.000
5265 DIVIDED FLOU
130.00 2.38 56.18 54.88 0.00 56.25 0.07 2.24 0.00 56.00
1747. 0. 148. 1599. 0. 88. 750. 18. 10. 56.60
0.12 0.01 1.58 2.13 0.100 0.100 0.100 0.000 53.30 37.15
0.007429 262. 295. 346. il 0 0.00 419.34 534.57
FLOW DISTRIBUTION FOR SECNO= 130.00 CWSEL= 55.18
STA= 37. 150. 195 1. 525. 534.
PER Q= 8.5 1.4 39.3 0.9
4MI AREA= 88.1 17.3 722.4 10.7
VEL= 1.7 1.4 2.2 1.4
MB ASECNO 140.000
140.00 2.77 57.97 57.23 0.00 56.10 0.13 1.35 0.00 56.60
1747. 40. 328. 1379. 23. 99. 481. 20. u. 57.40
0.14 1.77 3.33 2.87 0.100 0.100 0.100 0.000 55.20 55.84
Mi 0.023636 150. 149. 152. 2 16 0 0,00 437.40 494.24
m FLOU DISTRIBUTION FOR SHCNO= 140.00 CUSEL= 57.97
m STA= 57. 90. 146. • 157. 205. 494.
OT PER Q= 2.3 18.8 0.9 17.0 51.0
••tf AREA= 22.6 98.7 8.4 87.1 385.5
tM VEL= 1.8 3.3 1.9 3.4 2.8
m ASECNO 150.000
150.00 3.48 59.68 57.95 0.00 59.72 0.04 1,52 0.00 58.50
1747. 78. 156. 1513. 59. 112. 852. 24. 13. 58.20
MB 0.17 1.13 1.39 1.75 0.100 0.100 0,100 0,000 56.20 22.48
m
0.003577 217. 217. 214. 4 14 0 0.00 440.96 453.44
m FLOW DISTRIBUTION FOR SECNO= 150.00 cysEL= 59.58
. STA= 22. 25. 72 130. 143. 155. 218. 237. 352. 423. 450.
PER Q= 0.1 4.4 8.9 1.4 1.8 11.5 18.4 24.9 23.3 4.9 0.5
AREA= 2.1 67.2 111.7 20.5 22.6 134.2 184.9 216.4 215.1 57.5 11.3
VEL= 0.7 1.1 1.4 1.2 1.4 1.5 1.7 2.0 1.9 1.5 0.8
463.
24-A 11:2 PAGE 3
SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV
Q QLOB QCH QROB ALOB ACH ASOB VOL TWA { ,EFT/RIGHT
mt TIME VLOB VCH UROB XNL XNCH XNR WIN ELMIN SSTA
SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TQPUID ENDST
ASECNO 160.000
MB 150.00 3.14 60.74 59.58 0.00 60.82 0.09 1.10 0.00 59.70
mm 1747. 45. 518. 1134. 35. 194. 525. 29. iJ. 58.20
0.19 1.27 2.67 1 ir iimiiO 0.100 0.100 0.100 0.000 57.60 29.33
0.009136 198. 198. 200. 3 11 0 0.00 395.26 425.59
.
Hi FLOU DISTRIBUTION FOR SECNQ= 150.00 CUSEL= 60.74
. STA= 29. 36, 73. 148. 220. 326. 383. 423. 426.
PER Q= 0.1 2.5 29.6 25.0 29.5 10.0 3.2 0.0
tfl AREA= 2.5 33.0 193.7 172.2 221.7 90.7 39.5 1.0
VEL= 0.7 1.3 2.7 2.5 2.3 1.9 1.4 0.7
ASECNO 170.000
3255 DIVIDED FLOU
m 170.00 3.73 61.93 50.98 0.00 62.05 0.12 1.23 0.00 52.00
mm 1747. 259. 314. 1173. 94. Ul. 415. 32. 17. 50.40
0.23 2.77 2.82 2.83 0.050 0.050 0.050 0.000 58.20 20.72
m 0.003907 220. 217. 214. 1 10 0 0.00 367.73 408,18
m
m FLOU DISTRIBUTION FOR SECNO= 170.00 CUSEL= 61.93
mm STA= 21. 27. 71. • 150. 180. 230. 282. 340. 408.
PER Q= 1.7 13.2 18.0 7.9 21.6 23.5 12.4 2,8
iM AREA= 11,7 82.0 1U.3 51.5 116.0 130.7 88.2 38,2
VEL= 2,5 2.8 2.8 2.7 3.3 3.3 2.5 1.3
ASECNO 180.000
3265 DIVIDED FLOU
3301 HV CHANGED MORE THAN HVINS
7185 MINIMUM SPECIFIC ENERGY
3720 CRITICAL DEPTH ASSUMED
130.00 4.83 64.63
1747. 270. 1163.
0.22 4.04 7.75
0.009969 167. 130.
64.53
314.
2.75
191.
0.00
67,
0.050
0
65.31
150.
0.050
11
0.63
114,
0.050
0
1.08
34,
0.000
0.00
0,00
19.
59.80
294.91
62.00
62.00
44.97
405.15
24-A 11:2 PAGE
„ill SECNO DEPTH CWSEL CRIWS USELK EG HV HL OLOSS BANK ELEU
•mn Q QLOB QCH QROB ALOB ACH AROB VOL TWA LEFT/RIGHT
TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA
SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST
m FLOW DISTRIBUTION FOR SECNO= 180.00 CUSEL= 64.63
STA= 45. 50. 90. 121 5. 175. 201. 380. 405.
PER Q= 0.1 15.3 66.6 14.5 0.0 2.3 0.6
" AREA= 1.6 65.2 150.1 68.9 1.7 35.3 7.9
VEL= 1.4 4.1 7.8 3.7 0.5 1.4 1.4
Mi ASECNO 190.000
3301 HV CHANGED MORE THAN HVINS
7185 MINIMUM SPECIFIC ENERGY
3720 CRITICAL DEPTH ASSUMED
190.00 5.59 57.79 67.79 0.00
1747. 47. 1584. 15. 9.
0.23 5.26 10.37 3.95 0.050
0.022577 135. 109. 100. 0
59.42
162.
0.050
1.52
4.
0.050
0
1.59
35.
0.000
0.00
0.00
19.
62.20
55.83
65.00
65.00
23.65
79.48
mm FLOU DISTRIBUTION FOR SECNO= 190.00
STA= 24. 30. 75. 79.
PER Q= 2.7 96.4 0.9
AREA= 8.9 162.5 4.0
m VEL= 5.3 10.4 4,0
ASECNO 200.000
3265 DIVIDED FLOU
3301 HV CHANGED MORE THAN HVINS
CUSEL= 57.79
200.00 7.33 70.83 59.58 0.00 70.92 0.09 1.50 0.00 66.00
MB 1747. 1150. 506. 91. 703. 142. 45. 40, 22. 65,00
0.28 1.54 3.57 2.02 0.050 0.050 0.050 0.000 63.50 18,56
. 0.001332 437. 435. 435. 7 8 0 0,00 460,94 493.50
FLOW DISTRIBUTION FOR SECNQ= 200.00 CUSEL= 70.33
OT STA= 19. 25. 345. 351, 359. 398. 418. 429. 440. 463. 4/0. 476.
PER Q= 0.7 54.6 0.1 O.i 1.3 0.9 i.9 6.3 39.0 4.0 1.0 0.3
AREA= 9.1 585.5 2.5 1.5 24.2 16.7 20.2 42.2 141.7 25.8 U.O 7.3
VEL= 1.3 1.6 0.5 0.6 1.0 1.0 1.6 2.6 3.6 2.6 1.6 0.6
493.
24-A 11:2 PAGE 10
SECNO DEPTH CUSEL CRIWS ySELK EG HV HL OLOSS BANK ELEV
Q QLOB QCH QROB ALOB ACH AROB VOL TWA LEFT/RIGHT
TIME VLOB VCH yROB XNL XNCH XNR WTN ELMIN SSTA
mm SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST
mm ASECNO 210.000
210.00 6.37 70.97 69.65 0.00 71.03 0.06 0.11 0.00 68.00
1747. 1186. 542. 19. 304. 196. 19. 42. 58.00
0.30 1.48 2.77 1.01 0.050 0.050 0.050 0.000 64.10 18.87
0.001002 100. 100. 100. 17 0 0.00 493.11 511.98
tfl FLOU DISTRIBUTION FOR SECNO= 210.00 CUSEL= 70.97
STA= 19. 172. 240. 298. 407. 450. 488. 512.
PER Q= 15.2 15.6 12.7 18.2 4.2 31.0 1.1
tfl AREA= 224.3 158.2 134.8 215.1 60.7 195.8 19.1
m VEL= 1.3 1.7 1.7 1.5 1.2 2.8 1.0
m ASECNO 220.000
220.00 7,06 71.46 70.86 0.00 71.62 0.16 0.59 0.00 70.00
<m 1747. 1095. 649. 3. 372. 184. o ilt 48. 26. 70.00
m 0.32 2.94 3.52 1.97 0.040 0.080 0.040 0.000 64.40 106.36
mm
0.005417 298. 301. 305. 2 13 0 0.00 393.84 500.20
m FLOU DISTRIBUTION FOR SECNO= 220.00 CUSEL= 71.46
— STA= 106. 260. 355. 455. 498. 500.
m PER Q= 15,0 23.5 23.2 37.1 0.3
AREA= 120.3 125.0 126.5 184.4 1.5
m» VEL= 2,3 3.3 3'.2 3.5 3.0
m ASECNO 230,000
230,00 5.83 72.43 71.67 0.00 73.55 O.U 0.93 0.00 70.00
1562. 1049. 490, 23. 399. 170. 9. 50. 28. 70.00
il 0.35 2.63 2.89 2,49 0.040 0.080 0.040 0.000 66,60 148.68
MM
0.003384 217. 217. 217. n it 14 0 0.00 369.01 517.58
m
FLOU DISTRIBUTION FOR SECNO= 230.00 CUSEL= 73.43
STA= 149. 168. 210. 355. 410. 470. 508. 514. 518.
tfi PER Q= 0.2 4.7 30.4 10.1 21.3 31.3 1.5 0,0
AREA= 4.2 37.1 136.1 65.1 107.0 169.6 3.6 0.3
VEL= 0.3 2.0 2.6 2.4 3.2 2.9 2.7 0.8
34-A 11:2 PAGE 11
SECNO DEPTH CUSEL CRIUS WSELK EG HV HL OLOSS BANK ELEV
Q QLOB QCH QROB ALOB ACH AROB VOL TUA LEFT/RIGHT
TIHE VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA
SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR •:OPWID ENDST
ASECNO 240.000
7185 MINIMUM SPECIFIC ENERGY
3720 CRITICAL DEPTH ASSUMED
240.00 6.06 74.05 74.06
1562. 553. 1001. 8.
0.36 3.09 5.99 3.75
0.015077 302. 302. 302.
0.00 74.47 0.41 1.38 0.00 72.00
179. 167. 54. 30. 72.00
0.040 0.080 0.040 0.000 68.00 138.28
0 9 0 0.00 403.39 542.17
FLOU DISTRIBUTION FOR SECNO= 240.00 CWSEL= 74.05
STA= 138. 290. 485. 502. 540. 542.
PER g= 3.7 5.1 18.4 7.3 54.1 0.5
AREA= 27.9 30.7 99.0 21.4 157.0 2.1
VEL= 2.1 3.1 2.9 5.3 5.0 3.8
ASECNO 250.000
250.00 7.71
1562. 659.
0.39 2.30
0.005587 • 294,
76.81
849.
4.23
294.
75.27
44.
3.90
393.
0.00
291.
0.040
4
77.01
201.
0.080
5
0.19
11.
0.040
0
2.54
56.
0.000
0.00
0.00
33.
59.10
455.34
74.00
74.00
81.97
548.81
FLOU DISTRIBUTION FOR SECNO= 250,00 CUSEL= 76.81
STA= 82. 141. 225. 340. 480. 498. 506. 542. 548. 549.
PER Q= 2.3 11.6 1519 8.1 1.0 3.8 54.4 2.8 0.0
AREA= 23.9 72.3 99.0 71.6 9.2 14.5 200.6 10.9 0.3
VEL= 1.5 2.5 2.5 l.a 1.8 4.0 4.2 4.0 1.2
ASECNO 260.000
3265 DIVIDED FLOU
250.00 8.28 78,18 75.24 0.00 78.55 0.37 1.55 0.00 74.00
1562. 243. 1273, 46. 66. 249. 11. 59. 35. 74.00
0.40 3.70 5.11 4.12 0.040 0.080 0.040 0.000 69.90 201.18
0.006032 268. 266. 267. 3 19 0 0.00 181.74 528.19
FLOU DISTRIBUTION FOR SECNO= 260.00 CWSEL= 78.13
STA= 201. 252. i./i 470. 477. 485. 524. 528.
PER Q= O.i 1.4 0.9 0.2 0.0 1.7 11.3 31.5 2.0 0.9
AREA= 1.9 13.1 8.7 4.6 0.3 8.3 28.7 249.4 6.4 4.7
VEL= 0.6 , 1 i. / 1.7 0.6 0.5 3.2 6.1 5.1 5-0 3.0
24-A 11:2 PAGE
SECNO DEPTH CWSEL CRIUS WSELK EG HV OLOSS SANK ELEV
ftfi Q QLOB QCH QROB ALOB ACH AROB VOL TWA LEFT/RIGHT
TIME VLOB UCH VROB XNL XNCH XNR WTN ELMIN SSTA
SLOPE XLOBL XLCH XLOBR HRIAL IDC ICONT CORAR TQPUID ENDST
ASECNO 270.000
MB 270.00 7.91 79.31 77.12 0.00 80.32 0.52 1.77 0.00 75.00
rmm 1552. 60. 1403. 100. 12. tit
B 17. 61. 36. 76.00
0.41 5.12 5.79 5.76 0.040 0.080 0,040 0.000 71.90 405.39
mm 0.003320 254. 251. 245. t
hi 14 0 0.00 52.23 457.61
tm
mm FLOU DISTRIBUTION FOR SECNO= 270.00 CUSEL= 79.81
STA= 405. 409. 412. 449. 454. 458.
PER Q= 0.6 3.2 89.8 5.8 0.5
AREA= 3.3 8.4 242.4 14.0 3.3
VEL= 2.9 6.0 5.8 5.4 2.9
ilH ASECNO 280.000
mi 326S DIVIDED FLOU
m
7185 MIN™ SPECIFIC ENERGY
ma 3720 CRITICAL DEPTH ASSUMED
280.00 5,01 85.01 85.01 0.00 85.53 0.52 3.17 0.00 84.00
m 1562. 674. 887. 1. 14S. 135. 1. 62. 37. 84.00
0.43 4.66 5.55 2.67 0.040 0.080 0.040 0,000 79.00 132.22 IMI 0.020330 259. 255. 249. 0 17 0 0.00 253.39 484.01
tfl
m FLOU DISTRIBUTION FOR SECNO= 280.00 CUS£L= 85.01
m STA= 132. 155. 181. 206. 215. 277. 358. 363. 450. 483.
PER Q= 0.2 0.2 0.9 1.3 U.S 27.9 0,5 0.1 56.8
AREA= 2.4 2.7 5.1 5.5 44.0 81.8 2,6 0.5 135.3
m VEL= 1.3 1.2 2.9 3.8 4.2 5.3 3,3 2.7 5.5
mm ASECNO 290.000
m 290,00 3.99 93.89 93.21 0.00 94.78 0.89 9,25 0.00 94.00
1552. 0, 1562. 0. 0. 206. 0. 54, 38. 94.00
0.44 0.00 7.58 0.00 0.040 0.080 0.040 0,000 89.90 485.33 • 0.034978 354. 353. 353. 3 11 0 0.00 52.50 548.83
mm FLOU DISTRIBUTION FOR SECNQ= 290.00 CUSEL= 93.39
484.
0.1
0.5
2.7
STA= 486. 549.
PER Q= 100.0
AREA= 206.1
VEL= 7.5
24-A 11:2 PAGE 13
SECNO DEPTH CWSEL CRIWS WSELK HG HV HL OLOSS BANK ELEV
Q QLOB QCH QROB ALOB ACH AROB VOL TWA LEFT/RIGHT
TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA
MM SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST
.
ASECNO 300.000
7185 MINIMUM SPECIFIC ENERGY
•mm 3720 CRITICAL DEPTH ASSUMED
300.00 1.51 97.21 97.21 0.00 97.77 0.56 0.23 0.00 95.00
1562. 173. 1317. 55. 49. 208. 18. 65. 33. 96.00
0.44 3.51 6.34 3.60 0.013 0.013 0.013 0.000 95.50 298.55
mm
0.001937 113. 40. 50. 0 18 0 0.00 258.70 557.35
-FLOU DISTRIBUTION FOR SECNO= 300.00 CUSEL= 97.21
STA= 299. 380. 527. 557.
PER Q= 11.4 84.3 4.3
AREA= 49.4 207.9 18.4
. VEL= 3.5 5.3 3.5
•mm ASECNO 310.000
MB 310.00 8.53 97.83 93.53 0.00 97.89 0.06 0.12 0.00 94.00
1S62. 32. 1502. 37. 17. 760. 15. 66. 39. 94.00
. 0.45 1.93 1.98 1.77 0.040 0.080 0.040 0.000 89.30 460.25
MB
0.000886 232. 85. 87. 17 0 0.00 128.32 588.58
FLOU DISTRIBUTION FOR SECNO= 310.00 CUSEL= 97.83
tfi
STA= 460. 463. 468. 580. 584. 589.
IMI PER Q= 0.1 1.9 96'.2 1.5 0,3
AREA= 3.5 14.3 760.4 11.3 4,2
VEL= 0.9 3.1 3.0 2.1 1,0
" ASECNO 320.000
tfi 320,00 5.69 98.19 95.50 0.00 98,51 0.33 0.62 0.00 95.00
1400. 7. 1382. 11. fe«B 300. 4. 70. 40. 96.00
mi 0.47 2.74 4.51 3.08 0.040 0.080 0.040 0.000 91.50 377.54
m 0.007152 330. 337. 355. 2 11 0 0.00 63.93 441.46
mm
FLOU DISTRIBUTION FOR SECNO= 320.00 CUSEL= 98.19
m
98.19
STA= 379. 380. 438, 441.
PER Q= 0.5 98.7 0.8
AREA= 2.4 300.0 3.6
VEL= 2.3 4.6 3.1
24-A 11:2 PAGE 14
I*. SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV
Q GLOB QCH QROB ALOB ACH AROB VOL TUA LEFT/RIGHT
TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA
SLOPE XLOBL XLCH XLOBR ITRIAL IBC ICCNT CORAR TOPWID ENDST
ASECNO 330.000
330.00 3.08 99.93 95.62 0.00 100.24 0.26 1.73 0.00 99.00
1400. 9. 1381. 9. 4. 339. 4. 72. 40. 93.00
0.50 2.38 4.07 2.38 0.040 0.080 0.040 0.000 91.90 291.05
0.004849 295. 295. 295. 2 19 0 0.00 55.91 357.95
.
MM
FLOU DISTRIBUTION FOR SECNO= 330.00 CUSEL= 99.98
STA= 291. 295. 354. 358.
PER a= 0.7 98.7 0.7
AREA= 3.9 339.0 3.9
VEL= 2.4 4,1 2.4
ASECNO 340.000
340.00 7.97 101.47 98.26 0.00 101,31 0.34 1,57 0.00 98.00
1400. 64. 1288, 48. 14. 275. 11. 74. 41. 98.00
0.51 4.40 4.67 4,40 0.040 0.080 0.040 0,000 93.50 265.06
•m 0.005524 302. 303. 302. 2 14 0 0.00 56.40 321.47
m FLOU DISTRIBUTION FOR SECNQ= 340.00 CUSEL= 101.47
— STA= 265. 268. 273. 316. 320. 321.
PER Q= 0.3 4.2 92.0 3,3 0.1
AREA=: 2.2 12.3 27S.6 9.9 1.1
VEL= 2.1 4.8 4:7 4.7 1.8
ASECNO 350.000
3301 HV CHANGED MORE THAN HVINS
350.00 6.63 102.33 101.56 0.00 103.75 1.43 1.95 0.00 100.00
1400. 30. 1352. 19. 4. 140. 3. 75. 41. 100.00
0.52 7.19 9.67 5.24 0.040 0.080 0.040 0.000 95.70 214.18
0.034438 172. 173. 175. 2 15 0 0.00 34.38 248.55
FLOU DISTRIBUTION FOR SECNO= 350.00 CUSEL= 102.33
STA= 214. 215. 218. 246. 249.
PER Q= 0.0 2.1 96.6 1.3
AREA= 0.1 4.0 139,7 3.0
VEL= 2.0 7.4 9.7 6,2
24-A 11:2 PAGE
SECNO DEPTH CWSEL CRIWS WSELK £G HV HL OLOSS BANK ELEV
>tm Q QLQB QCH QROB ALOB ACH AROB VOL TUA LEFT/RIGHT
TIHE VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA
. SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICGNI CORAR TQPUID ENDST
•mm
ASECNO 360.000
360.00 5.25 103.35 103.76 0.00 105.73 1.36 1.97 0.00 93.50
MM 1400. 204. 1115. 30. 28. 95. 15. 76. 41. 100.00
0.52 7.37 11.78 5.26 0.040 0.035 0.050 0.000 98.60 165.25
iMI 0.009225 124. 123. 122. 1^ 15 0 0.00 35.57 200.93
•H FLOU DISTRIBUTION FOR SECNO= 360.00 CUSEL= 103.85
. STA= 165. 159. 173. 176. 195. 200. 201.
OT PER Q= 0.3 5.5 8.3 79.7 5.6 0.1
AREA= 3.5 11.5 12.3 94.7 14.3 0.9
VEL= 3.2 6.7 9.1 11.8 5.5 1.6
ASECNO 370.000
3265 DIVIDED FLOU
—
tft
3301 HV CHANGED MORE THAN HVINS
370.00 4.87 106.37 105.52 0.00 107.10 0.73 1.37 0.00 101.50
1400. 117. 804. 479. 24. 97. U8. 77. 41. 101.50
0.53 4.91 8.25 4.05 0.040 0.035 0.050 0.000 101.50 5.55
0.004569 216. 218. 220. 3 15 0 0.00 75.81 190,37
FLOU DISniBUTIQN FOR SECNO= 370.00 CUSEL= 106.37
STA= 6. 14. 15. 35. 40. 167. 185. 190.
PER Q= 6.2 2.1 57.5 5.8 7.8 19.5 1.2
AREA= 19,1 4.6 97.5 18.1 32.3 50.7 5.9
VEL= 4.5 6.5 8.3 4.4 3.4 4.5 2.3
ASECNO 371.000
3265 DIVIDED FLOU
3301 HV CHANGED MORE THAN HVINS
7185 MINIMUM SPECIFIC ENERGY
3720 CRITICAL DEPTH ASSUMED
24-A il:2 PAGE 16
l-MIt SECNO DEPTH CWSEL CRiUS USELK EG HV HL OLOSS SANK ELEV
Q QLOB QCH QROB ALOE ACH AROB VOL TUA LEFT/RIGHT
TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA
4Mi SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPUID ENDST
371.00 4.34 105.14 106.14 0.00 107.47 1.33 0.15 0.00 101.30
. 1400. 127. 744. 529. 19. 65. 95. 77. 41. 101.30
0.53 6.74 11.43 5.59 0.040 0.035 0.050 0.000 101.30 5.92
0.010236 ?? 23. 0 11 0 0.00 66.21 183.14
. FLOU DISTRIBUTION FOR SECNO= 371.00 CUSEL= 105.14
MB STA= 5. 14. 15. 30. 34. 158. 166. 17i 3. 183.
. PER Q= 8.0 1.1 53.2 5.3 3.1 10.3 15.3 1.3
AREA= 17.1 1.7 65.1 14.3 13.8 24.3 35.5 5.7
— VEL= 5.5 9.1 11.4 5.1 3.1 6.2 5.3 3.1
ASECNO 372.000
•1 3301 HV CHANGED MORE THAN HVINS
«MI
372.00 4.86 107.36 106.54 0.00 107,73 0,37 0,26 0.00 102.50
tfl 1400. 94. 636. 670, 24, 97. 357. 77. 41. 102.50
0.53 3.93 5.54 2.61 0.040 0.035 0,050 0.000 102.50 3.08
0.002879 53. 53. 54. 4 11 0 0.00 175.33 178.40
FLOU DISTRIBUTION FOR SECNO= 372.00 CUSEL= 107.36
SIA= 3. 13. 33. 36. 92. 130. 153. 160. 166. 175. 178.
«B PER 0= 5.7 45.4 3-.3 11.7 7.2 6.4 8,0 5.8 4.2 0.2
AREA= 24.0 97.2 12.3 80.4 51,7 36,9 38,1 24.1 21.3 2,3 • VEL= 3.9 5.5 3.8 2.0 2,0 2,4 4.0 4,0 2.8 1.2
m ASECNO 380.000
m 380.00 4.30 107.70 106.83 0.00 107.94 0,23 0.21 0,00 103.40
1400. 61. 479. 860. 19. 36. 341. 78. 42, 103.40
— 0.54 3.29 5.56 2.52 0.040 0.035 0,050 0.000 103.40 2.99
Mi 0.002447 80. 78. 77. o
am 16 0 0.00 192.98 195.97
FLOU DISTRIBUTION FOR SECNO= 380.00 CUSEL= 107.70
>TA= 3. 12. 32. 35. 117. 170. 178. 183. 190. 196.
MB PER Q= 4.4 34,2 3.1 7
kTM B / 9.7 3.2 1^ 1 J. ^ 3.3 0.5
•I AREA= 18,5 36.1 14.9 145.5 54.8 40.6 31.5 19.8 13.9 5.1
VEL= 3.3 5.6 2.9 2.2 2.1 2.8 3.7 3.7 2.8 1.3
24-A 11:2 PAGE 17
-4* SECNO DEPTH CUSEL CRIUS USELK EG HV HL QLOSS BANK ELE".
Q QLOB QCH QROB ALOB ACH AROB VOL TUA LEFT/SIGHT
TIME VLOB VCH VROB XNL XNCH XNR '^TN ELMIN SSTA
SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPUID ENDST
ASECNO 390.000
390.00 4.05 108.15 107.22 0.00 108.37 0.22 0.44 0.00 108.00
1400. 0. 555. 335. 0. Ui. 326. 30. 42. 106.00
0.55 0.02 5.07 2.56 0.040 0.035 0.050 0.000 104.10 4.39
MM 0.002395 155. 155. 165. 0 19 0 0.00 220.33 225.21
MM FLOU DISTRIBUTION FOR SECNQ= 390.00 CUSEL= 108.15
. STA= 4. 37. 41. 121 180. 200. 218. 225.
PER Q= 40.4 0.5 10.5 19.9 14.6 13.1 1.0
BB AREA= 111.4 4,5 89.7 108.3 50.9 54.8 8.0
MM
VEL= 5.1 1.5 1.6 2.6 3.4 3.3 1.7
ASECNO 400.000
3265 DIVIDED FLOU
3301 HV CHANGED MORE THAN HVINS
7185 MINIMUM SPECIFIC ENERGY
3720 CRITICAL DEPTH ASSUMED
400.00 4.74 109.14 109,14 0.00
1400. 4. 779. 618. 1,
0.56 2.82 10.55 6.63 0.040
0.014215 145. 145. 145. 0
110.42 1.28 0.80 0.00 108.00
73. 93. 81. 43. 108.00
0.035 0.050 0.000 104.40 5.93
U 0 0.00 71.97 238.70
FLOU DISTRIBUTION FOR SECNO= 400.00 CUSEL= 109.14
STA= 6, 31, 33, 206, 220. 225. 230. 237.
PER Q= 0.3 55.5 0.2 1.2 12.5 14.6 9.5 6.1 0.1
AREA= 1.3 73,1 1.3 5.8 29.9 23.5 15.7 15.0 1.0
VEL= 2.8 10.5 2.3 2.4 5.8 8.5 8.4 5.7 2.1
239.
ASECNO 410.000
3301 HV CHANGED MORE THAN HVINS
•Bl 410.00 b.J/ 110.97 109.32 0.00 111.27 0.31 0.86 0.00 108.00
Itf 1400. 22. 658. 720. 9. 113. 272. 32. 43. 108.00
0.57 2.50 5.83 2.65 0.040 0.035 0.050 0.000 104.50 6.67
0.002447 175. 175. 175. 3 5 0 0.00 221.78 228.45
24-A 11:2 PAijc 13
SECNO DEPTH CUSEL CRIWS ySELK £G HV HL OLOSS BANK ELEV
Q QLOB QCH QROB ALOB ACH AROB VOL TWA LEFT/RIGHT
TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA
m SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPUID ENDST
mm FLOU DISTRIBUTION FOR SECNO= 410.00 CUSEL= = 110.97
3TA= n
/. 13. 36. lo: 1
j M J [50. 155. 152. 2 02. 210. 214. 219. 224.
PER Q= 1.6 47.0 4.1 5.0 4.5 5.5 3.9 5.1 7.3 9.2 5.0 0.9
mm AREA= 3.3 112.8 46.1 43.1 18.5 26.0 37.2 23.7 22.7 28.3 19.8 6.6
VEL= 2.5 5.3 1.2 1.5 3.4 3.5 1.5 3.0 4.5 4.6 3.5 1.9
ASECNO 420.000
3265 DIVIDED FLOU
3301 HV CHANGED MORE THAN HVINS
m 420.00 4.82 110.72 110.50 0.00 112.02 1.30 0.75 0.00 110.00
1400. 1, 923. 476. I. 93. 64. 83. 44. 110.00
0.57 1.96 9.94 7,39 0.040 0.035 0.050 0.000 105.90 15.35 • 0.012444 150. 160. 160. 4 11 0 0.00 53.74 253.54
m
OT
FLOU DISTRIBUTION FOR SECNO= 420.00 cysEL= 110.72
STA= 15. 17. 46. 47. 233. 236. 239. 241. 243. 249. 1^32 • — PER Q= O.i 55.9 0,1 0.0 1.6 5.6 6,4 6.4 12.3 1.5 0.1
tfi AREA= O.S 92.8 0.5 0.4 5.2 11.2 9.6 9.6 22,4 5.2 0.5
VEL= 2.0 9.9 1.6 1.5 4.2 7.0 9,4 9.4 7.7 4.2 1.5
254.
MM
CROSS SECTION 100.00
STREAM ENCINAS CREEK
DISCHAR6E= 1747.
PLOTTED POINTS (BY PRIORITY)-B=60TT0M BRIDGE.I=TOP BRIDGE,X=GROUND,W=yATER SUR,E=ENERGY GRADIENT,C=CSITICAL WSEL
ELEV 44. 46. 43. 50
STA-FEET
.
2 0. .
MM 3 10. .
4 20. .
5 30. .
BB 40. .
6 50. .
. 60. .
tfl 7 70. . X
80. . X
•Bi 90. . X
100. . X.
m 8 no. . X.
120. . X.
mm 130. . X.
OT 140. . X.
9 150. . X.
160. . XE.
170. . XUE. Itf 180. . X UE.
190. . X UE.
200. . . X UE.
OT 310. , . X UE.
330, . . X UE.
BM 230, . . XC • UE.
tfi 240, . .X C UE.
250. , X C UE.
MMI 10 260. , X C UE.
270. . .X C UE.
" 380. . .X C UE.
290. . . XC UE.
NBI 300. . . XC UE.
m 310. . . X UE.
320. . . X UE.
am 13 330. . X XX UE.
340. . . X UE.
tfi 350. . . X UE.
14 360. . . XC UE.
" 370. . . XC WE.
OT 380. . .X C WE.
390. . .X C WE.
400. . .X C WE.
tfi 410. . X C WE.
420. . X C UE.
MI 430. . X C WE.
440. . X. C WE.
. 450. . X. C WE.
15 460. . X. C UE.
54. 56. 60. 52. 64.
M 470. . X . c W£.
480. . X . c WE.
'm 490. . .X . c WE.
500, . .X . c WE.
4lB 510. . .X . c UE.
520. . X. . c UE.
13 -530. X XXXXX . c WE.
Bi 540. . .X , c WE.
550. . . X . c WE.
— 19 560. . X . c WE. BANK.
570. . X . c UE.
580. . X . c WE.
. 590. . X. c WE.
21 600. . XXXXXXXXXXX
IBB 24 610. . XXXXXXXXXXXXXXXXXXXXX
tn
25 520. . • • • X.
OT NRD= 0 ELLC= 9999999.00 ELTRD= 9999999.00
. EL(I),STA(I)
60.00 0.00 58.00 12.50 55.00 23.00 54.00 32.00 52.00 48.00 tfl 50.00 72.00 49.30 112.00 49.70 155.00 48.00 258,00 48.80 329.00
48,00 330.00 49.00 331.00 48.40 359.00 47.70 461.00 45.50 529.00
44.00 530.00 46.40 531.00 47.10 562.00 48.00 596.00 50.00 505.00
MB 52.00 608.00 54.00 511.00 55.00 515.00 57.80 619.00
CROSS SECTION 110.00
STREAM ENCINAS CREEK
DISCHARGE= 1747.
PLOTTED POINTS (BY PSIORITY)-B=BOTTOM BRIDGE.T=TOP BRIDGE.X=GROUND,y=WATER SUR,E=ENERGY G8ADIENT,C=CRITICAL USEL
ELEV 48. 50. 52. 54. 56. 53. 60. 62. 64. 65. 58.
STA-FEET
2 0. .
tfi 3 10. .
5 20. .
. 6 30. .
m 40. .
7 50. .
mm 60. .
mm 70, .
8 80. .
IMI 90. .
100. . • 9 UO. .
120. .
•IB 11 130. .
tfl 140. .
150. ,
. 160, . .
170. .
MM 180. .
190. .
200. ,
tfi 210. . XE
220. , X UE
12 230. , . X UE
tfi 240. . . X UE
250. . . X UE
•Ml 260. . . X UE
270. . . X UE
m 280. . . X UE
290. . . X UE
300. . . X UE
310. . .XC WE
320. . .XC UE
MM 13 330. . .XC WE
340. . .XC WE • 350. . .XC WE
360. . .XC UE
370. . ,XC WE • 380, . .XC WE
390. . .XC WE
mn 400. . .XC UE
tfl 410, . .XC UE
420. . .XC UE
. 14 430. . X c UE
440. . X c WE
•i 450, . X. c WE
460. . X. c UE
XXX
X
XXXXXXXXXXX
BANK.
1 -i 470. . X . L WE
. . •
480. . X . c WE ...
• ••\
490. . X . c UE
500, . X . c UE
510. . X . c WE
520. . X . C WE ...
1 r riA i.J JOU. . X . c WE
• • •
540. . X . c UE ...
550. . X . c WE
mm -560. . X . c WE ...
570. . X . c WE ...
580. . X . c WE . . I
•mm 590. . X . c WE
. • .
600. . X . c WE ...
ma 610. . X . c UE ...
620. . X . c WE ...
•tm 630. . X . c UE ...
mm 640. . X . c WE ...
550. . X . c UE ...
550. . X . c UE ...
670. . X . c UE
•m 680. . X . c WE ...
690. . X . c UE ...
700. . X. c WE . . .
m 710. . X. c UE . . .
720, . X. c UE ...
730, , X. c UE ...
tfl 740, . X c UE • . .
16 750. . X c UE ...
•HR 760, . . X WE ...
770, . X ...
tfl 18 780. . XXXXXXXXXXX
19 790. . B • X
••i 20 800. . MMI
iBB 22 810. . M t B
23 830. . MBB
. 24 830. .
•
NRD= 0 ELLC= 9999999.00 ELIRD= 9999999.00
EL(I),STA(I)
tfl 70.00 0.00 58.00 10.00
60.00 46.00 58.00 83.00
mm 50.70 232.00 50.20 332.00
m 52.00 776,00 54.00 785.00
62.00 815.00 54.00 825.00
XXXXXXXXXXX
BANK.
66.00
56.00
50.10
56.00
55.00
15.00
108.00
432,00
795.00
828.00
64.00
54.00
48.80
58.00
24.00
126.00
532.00
803.00
52.00
54.40
50.00
60.00
33.00
132.00
752.00
810.00
"Ml • •
CROSS SECTION 120.00
STREAM ENCINAS CREEK
DISCHARGE^ 1747.
PLOTTED POINTS (BY PRI0RITY)-B=BOTT0M BSIDGE,T=TOP BRID6E,X=GR0UND,U=WATER SUR,E=ENERGY GRAD IENT,C==CR IT ICAL WSEL
ELEV 50. 55. 60. 55. 70. 75. 30. 35. 90. 95. 100.
STA-FEET
2 0.
10.
20.
3 30.
<HB 40.
4 50.
. 60.
5 70.
BB 5 80.
7 90.
8 100.
UO.
120.
130. X
140. X
150. X.
150. X.
170. X .
Mi 9 180. X .
190. X .
10 200. xu.
Bl 210. xu.
220. xu. 230. X u .
240. X u.
MM 250. X u.
260. X u.
270. X u.
Bi 280. X u .
290. X u .
. 300. XC u.
tfl U 310. XC u .
320. XC u .
. 330. XC u .
340. xcu. mt 350. XCU.
350. X c w. . 370. X c w .
m 380. xcu.
12 390. xcu.
•mm 400. xcu.
tmt 410. xcu. IB 420. xcu.
•tmt 430. X c w . 440. xcu.
WM 450. X c w . 460. xcu.
BANK.
•m 470. X c w . •m
480. X c w . 490. X c u . 13 500. X c w . B 510. X c w .
520. X c w . 530. X c u . 540. XC u. 550. XC u . — 550. XC u. 570. XC u. 580. XC u.
.Ml 590. XC w . 14 600. XC u. 15 610. XC w . 16 520. X .
17 630.
MB 19 540.
20 550.
21 660.
22 570.
— 23 680.
24 690.
xxxxx
BANK
NRD= 0 ELLC= 9999999.00 ELTRB= 9999999.00
EL(I),STA{I)
BB 72.80 0.00 55.00 35.00 64.00 53.00 52.00 66.00 60.00 78.00
58.00 87.00 56.00 104.00 54.00 178.00 53.50 198.00 52.00 308.00
. 51.00 390.00 51.60 500.00 52.00 502.00 52.00 611.00 54.00 620.00
56.00 630.00 58.00 638.00 60.00 545.00 62.00 550.00 64.00 660.00
tfl 66.00 670.00 66.00 682.00 70.00 692.00
CROSS SECTION 130.00
•IM* STREAH ENCINAS CREEK
QISCHARGE= 1747.
m
mm PLOTTED POINTS (SY PRIORITY)-B=BOTTOM BRIDGE,T
m
mm
ELEV 50. 55. 60. 65.
OT
STA-FEET
.
3 0. .
tfi 4 5. .
5 10. .
. 6 15. . X
Itf 7 20. . . X
3 25. . X .
m 9 30. . . X
•
35. . . X
40, . . X
4BI 45. . . X
50. . .X
m 10 55. . X
50. . X.
•Ml 65. . X .
« 70. . X .
75. . X .
HB 11 80. . X .
85. . X
m 12 90. . XE
95. . XUE
ma 100. . X UE .
m 105. . X UE .
110. . XC UE
mm 13 US. . X C UE . '
OT 120. . X C UE
14 125. . X C UE
MB 15 130. . X C UE
135. . XUE
fll 15 140. . XE
145. . XE •• 150. . X
tfi 155. . X
17 160. . X
m 165. . X
170. . X
m 175. . XE
18 130. . XE
m 185. . XUE
m 190. . XC UE .
19 195. . X C UE
m 200. . X C UE
m 205. . X C UE
210. , X C UE
. -11 r X C WE
220. . X C UE
BB 225. . X C WE
230. . X C UE
?0. 30. 35. 90. 95. 100.
XXXX
BANK,
BANK.
-m 235. . X C UE
240. . X C WE
-•tr 245. . X C UE
250. . X C UE
•urn 255. . X C UE
260. . X C WE
rmi 265. . X C WE
mm 270. . X C WE
275. . X C WE
mm 230. . X C UE
285. . X C WE
mm 290. . X C UE
295. . X C UE
300. . X C WE
tfl 305. . X C WE
310. . X C WE
mm 315. . X C WE
Mm 320. . X C UE
325. . X C WE
330. . X C UE
335. . X C UE
m 340. . X C UE
345. . X C UE
IMI 350. . X C UE
tfi 355. . X C UE
360. . X C UE
mm 365. . X C UE
370. . X C UE • 375. . X C UE
380. . X C UE
" 385. . X C UE
tfl 390. . X C UE
395. . X C UE
400. . X C UE
tfl 405. . X C UE
410. . X C UE
«M 415. . X C UE
420. . X C UE
tfl 425. . X C UE
430. . X C UE
BB 435. . X C UE • 440. . X C UE
445. . X C UE
•fll 450. . X C UE
455. , X C UE
tfl 460. . X C UE
465, . X C WE
BB 470, . X C UE
tfl 475. . X C UE
480, . X C UE
•MR 485. . X C WE • 490. . X C UE
495. . X C WE
BB 500. . X C UE
505. , X C UE • 510. . X C U£
515. . X C UE
. 520. . X C WE
m 20 525. . X C UE
530. . X WE
21 535.
22 540.
23 545.
24 550.
or ere
26 560.
27 565.
28 570.
XE
NRD= 0 ELLC= 9999999.00 ELTSD= 9999999.00
MB EL(I),STA(I)
75.70 0.00 74.00 2.00 72.00 6.00 70.00 10.00 68.00 14.00
65.00 21.00 64.00 24.00 52.00 28.00 50.00 54.00 58.00 79.00
MB 56.00 38.00 54,00 113.00 53.30 125.00 54.00 132.00 56.00 140.00
56.50 160.00 56.00 181.00 54.00 195.00 54.00 525.00 55.00 534.00
. 58.00 540.00 50.00 545.00 62.00 550.00 64.00 556.00 65.00 559.00
68.00 565.00 70.00 569.00
iBt
CROSS SECTION 140.00
STREAH ENCINAS CREEK
DISCHARGE^ 1747.
PLOTTED POINTS (BY PRIORITY)-B=BOTTQM BRIDGE,T=TOP BRIDGE,X=QROUND,W=WATES SUR,E=ENERGY GRAD IENT,C=CR IT ICAL USEL
ELEV 54. 56. 58.
MH
STA-FEET
2 0. .
— 3 5. .
4 10. .
mm c 1 e J iJ. .
mm 20. .
6 25. .
•mm 30. .
7 35. .
40. .
8 45. .
50. .
9 55. . XE
50. . XUE
55. . X UE
m 70. . X UE
75. . X UE
Bl 80. . XC UE
35. . . X C UE
tfi 10 90. . . X C UE
95. . .X C UE
nm 11 100. . X c UE
m 105. . X . c UE
12 110. . X . c UE
mm 115, . X , c UE
Mi 13 130. . X c UE
135, . .X c UE
130, . . X c UE
mmi 135. . . X c UE
m 140. . X UE
14 145. . X UE
— 150. . X UE
tfi 15 155. . XC UE
160. . . X c UE
165. . . X c UE
170. . . X c WE
m 175. . .X c WE
130. . .X c WE
185. . X c WE
m 190. . X. c WE
195. . X . c WE
mm 200. . X . c WE
16 205. . X . c WE OT 210. . X . c UE
215. . X . c WE
220. . X . c WE ••• lie X . c WE
230. . X . c UE
60. 62. 64. 65. 58. 70. 72.
BANK.
BANK.
lie X . C UE
240. . X . C WE
•'1' 245. . X . C UE
250. . X. C UE
lee
MJJ. . X. C UE
260. . X. C UE
265. . X. C UE
270. . X. C UE
275. . X C WE
280. . X C WE
285. . X C UE
MM 290. . X C UE
295. . .X C UE
. 300. . .X C UE
Mi 305. . .X C WE
310. . .X C UE
315. . . X C WE
320. . . X C UE
. 325. . . X C UE
330. . . X C UE
335. . . X C UE
340. . . X C UE
345, . . X C UE
•mm 350, . . X C UE
ma 355. . . X C UE
360. . . X C UE
~mm 365. . . X C UE
370. . . X C UE
MB 375. . . X C UE
360. . XC UE
. 365. , XC UE
Mi 390. . XC UE
395. . XC UE
am 400. . . XC UE
OT 405. . X UE
410. . X UE
IBI 415. . X UE
420. . X UE • 425. . X UE
430. . X UE
MM 435. . X UE
OT 440. . X UE
445. . X UE
BM 450. . X UE
455. . X UE • 460. . X UE
•M 465. .
470. .
X UE
XUE
tfl 475. . XUE
480. . XUE
BB 485. . XUE
tfi 490. .
495. .
XE
XE
BM 17 500. .
505. .
XE • 510. .
515. .
18 520. .
eie -Ju J. .
530. . •
535.
540.
19 545.
550.
555.
550.
565.
20 570.
575.
580.
585.
21 590.
595.
22 600.
605.
23 610.
NRD= 0 ELLC= 9999999.00 ELTRD= 9999999.00
EL(I),STA(I)
73.90 0.00 59.70 5.00 58.00 10.00 55.00 15.00 54.00 25.00
mm 52.00 36.00 50.00 45.00 58.00 56.00 56,60 90.00 56.00 99.00
. 55.20 110.00 56.00 121.00 57.40 146.00 57.00 157.00 5S.30 205.00
58,00 498.00 50.00 518.00 52.00 547.00 64.00 570.00 56.00 590.00
m 58,00 602.00 70.00 611.00
CROSS SECTION 150.00
STREAM ENCINAS CREEK
DISCHARGE= 1747.
PLOTTED POINTS (BY PRIORITY)-B=BQTTOM BRIDGE,T=TOP BRIDGE.X=GROUND,U=UATER SU8,£=ENERGY GRADIENT,C=CRITICAL WSEL
ELEV 56. 60. b^. 64. J6. 63. 70. 72. 74. 75.
STA-FEET
2 0. .
c
-J. .
10, . •
i-j. .
3 20. . X
IHI 4 25. . X WE.
30. . X UE.
35. . X UE.
— 40. . X WE.
45. . X WE.
. 50. . X UE.
BB 55. . X UE.
50. . X UE.
55. . X UE.
m 5 70. .
75. .
X
X
UE.
UE.
mm 80. .
85. .
X
XC
UE.
UE.
m 90. . X c UE.
95. . X c UE.
mm 100. . X c UE.
tfl 6 lOS. . X c UE.
UO. . X c UE.
•HI 115. . XC UE.
7 120. . X UE.
Mi 125. . X UE.
8 130. . X UE.
mm 135. . X UE.
tfl 140. . X UE.
9 145. . X UE.
mm 150. . XC WE.
10 155. . X c WE.
tfl 150. . X c WE.
155. . X c WE.
mm 170. . X c UE.
m 175. . X c UE.
180. . X c WE.
mm 135. . X c UE. !• 190. . X c WE.
195. . X c WE.
mm 200. . X c UE.
205. . X c WE.
m 210, . X c WE.
215. . X c UE.
11 220. . X c WE.
lie
£,i.-Jm . X c UE.
230. . X c UE.
BANK.
BANK.
M
lie V
I A c WE.
240. X n L. WE.
••in 245. X C WE.
250. X C UE.
MM 255. X 1 WE.
260. X C WE.
265. . X c WE.
. 270. . X c WE.
275. . X c UE.
mm, 280. . X c WE.
12 235. . X c WE.
mm 290. . X c UE.
295. . X c WE.
300. . X c UE.
305. . X c WE.
310. . X c WE.
315. . X c WE.
mm 320. . X c WE.
325. . X c UE.
. 330. .X c UE.
335. .X c UE.
OT 340. .X c WE.
345. .X c UE.
BB 13 350. .X c UE.
tfl 355. .X c WE.
360. . X 1 WE.
MM 365. . X c UE.
OT 370. . X c UE.
375. . X c UE.
OT 380. . X c UE.
385. . X c UE.
tfl 390. . X c UE.
395. , X c UE.
•81 400. . X c WE.
li 405. . X c UE.
410. X c UE.
mm 415. X c UE.
420. X c UE. OT 14 425. X c UE.
430. X c UE. MM 435. X c UE.
•1 440. X c UE.
445. XC UE.
BB 15 450. X WE.
tfl 455. X UE.
460. X UE.
mm 16 465. X
470. X • 17 475. X
18 480. , «• 485.
HI 19 490.
20 495.
•Bl 21 500.
22 505.
tfi
. NRD= 0 ELLC= .
EL(I) STAd)
70.90 0.00 60.00 22.00 58.00 25.00 58.50 72.00 57.00 107.00
58.00
56.50
50.00
72.00
120.00
237.00
476.00
505.00
58.20
55.20
54.00
130.00
-352.00
482.00
53.00
57.10
65.00
143.00
423.00
490.00
57.60
58.00
68.00
155.00
450.00
494.00
57.50
60.00
70.00
218.00
466.00
500.00
m
m
m
CROSS SECTION 160.00
STREAM ENCINAS CREEK
DISCHARGE^ 1747.
PLOTTED POINTS (BY PRIORITY)-B=BOTTGM BRIDGE,T=TOP SRIDGE.X=GRQUND.U=WATER SUR,E=ENERGY GRADIENT,C=CRITICAL USEL
ELEV 56. -53. 60.
mm STA-FEET
mm
2 0. .
mm 5. .
10. .
15. .
M 20. .
3 25. . X
•mm 30. . . X u 4 35. . X w mm 40. . X u
45. . X u mm 50. . X. u
m 55. . X. u 60. . X. u mm 55. . X. U
m 70. .
•
X. U
5 75. . X. u
BB 80. . X c . u
85. . . X c . u tfl 6 90. . c. u
95. . X. c . u — 100. . X. c. u
OT 7 105. . X . c . u
no. . X. c . u
BB 115. . X c. U'
3 120. . X c. u tfi 125. . X c . u 130. . X c. u •Bl 135. . .X c . u
m 140. . .X c . u 145. . .X c. u mm 9 150. . .X c. w
m 155. . .X c . u
160. . .X c . u
MB) 155. . .X c . w
170. . .X c . w tfi 175. . . X c . w
130. . V
• A c . w BB 135. . . X c . w
fll 190. . . X c . w
195. . . X c . w
OT 200. . . X c. w 205. . . X c . u tfl 210. . . X c . u 11 e .^i J. . . X c . w . 1 A -IIA . X r
1 w
m uu\J a • . X c . u
230. . . X c . u
64. 65. 63. 70. 72. 74. 76.
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-B 235. . .X C . w -B 240. . .X c . w
•m 245. . .X c . u
250. . .X c . u
MM 255. . .X c , u
260. . .X c . w
. 265. . .X c . u
Ml 270. . .X c . u
275. . .X c. u
mm 280. . .X c . u
285. . .X c . w BB 290. . .X c . w
295. . . X c . w
300. . . X 3 . w
— 305. . . X c . w
310. . . X c . w
BR 315. . . X c . u
OT 320. . . X c . u
U 325. . . X c . u
330. . . X c . u
335. . X c . u
fll 340. . X c . u
345. . X c . u
BM 350. . X c . u
« 355. . X c . u
360. . X c . u
BB 365. . X c . u
370. . XC . u
Itf 375. . XC . u
380. , XC . u
MM 12 385. . X . u • 390. . X . u
395. . X . u
— 400. . X . u
fli 405. . X. u
410. . X. u
BM 415. . X. u-
420. . X u
tfi 13 425. .
14 430. .
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" 15 435. . • 16 440. .
17 445. .
•
450. .
BM 18 455. .
19 460. .
NRD= 0 ELLC= 9999999.00 ELTRD= 9999999.00
EL(I),STA(I)
Bl 71.30 0.00 61.00 27.00 60.00 36.00 59.70 73.00 58.00 90.00
m 57.60 105.00 58.00 118.00 58.20 148.00 58.50 220.00 58.80 326.00
59.50 383.00 60.00 423.00 62.00 430.00 64.00 435.00 66.00 440.00
m 68.00 446.00 70.00 453.00 72.00 458.00
CROSS SECTION 170.00
STREAM ENCINAS CREEK
DISCHARGE= 1747.
PLOTTED POINTS (BY FRIORITY)-B=BOTTQM BRIDGE,T=TOP SRIDGE,X=QRQUND,U=UAT£R SUE,£=£NERGY GRADIENT,C=CRITICAL WSEL
ELEV 58. 60. 62. 64. 66. 68. ?0. '2. 74. /a.
STA-FEET
T 0.
MB 5.
10.
15.
•
BB 20. . X
3 25. ,X c u 30. X c u 35. X c w m 40. X c u 45. X c u mm 50. X c u
tfi 55.
50.
•
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X
u
u
IHI 65. X u
OT 4 70. X OT 75. X
IHI 5 80. X
85. X
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95.
• X
X u
m 100. X u m 105. X c u 7 no. c u
— 115. X c u
Bi 8 130. X c u • 125. X c u 130. X c u BB 135. X c u 9 140. c u 145. X c u •B 10 150. X c u
OT 155. X c u 160. X c u
B| 165. X c u 170, X c u • 175. c u 11 ISO. c w 185. n u
tfl 190. X c u 195. X c u
mm 200. X c u 205. X c u m 210. X c w
215. X c u 220. X c u
mm 225. X c u 12 230. X c w
BANK.
BANK.
235. . < . C y
240. . X . c u
245. . X . c u
250. . X . c u
m 255. . X . c u
260. . X . c u
. 255. . X. c u
MM 270. . X. c u
275. . X. c u
. 13 230. . X c u
285. . X c w
•B 290. . .X c w
295. . .X c u
. 300. . .X c w
Bfl 305. . . X c u
310. . . X c u
. 315. . . X c u
320. . . X c w
325. . . X c u
. 330. . . X c u
335. . . XC u
MH 14 340. . . XC u
345. . . XC u
350. . X u
OT 355. , X u
360. . X u
. 365. . X u
370. . X u
Itf 375. . X u
380. . X u
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fli 390. . X u
395. . xu
BH 400. . xu
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410. . X
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16 430. .
OT 18 435. .
19 430. .
BH 20 435. .
m 440. .
21 445, .
m
fll NRD= 0 ELLC= 9999999.OC
EL(I),STA(I)
— 74,20 0.00
fll 60.00 110.00
59.20 230.00
MH 56.00 424.00
XXXXXXXXXXX
58.20
58.80
60.00
68.00
9999999.00
27.00
120.00
282.00
427.00
52.00
50.00
60.80
70.00
72.00
140.00
340.00
432.00
52.50
60.40
52.00
72.00
80.00
150.00
413.00
437.00
52.00
50.00
64.00
74.00
90.00
180.00
418.00
443.00
CROSS SECTION 180.00
3TREAM ENCINAS CREEK
DISCHARGE^ 1747.
PLOTTED POINTS (BY PRI0RITY)-B=BOTT0H BRIDGE,T=TOP BRIDGE,X=GRQUND,U=UATER SUR,E=ENERGY QRADIENT.C=CSITICAL WSEL
ELEV 60. 62. 64. 66. 63. 70. 72. 74. 76. 73.
BH STA-FEET
2 0. .
3 5. .
10. .
tmi 15. .
4 20. .
5 25. .
30. .
''tfW 6 35. .
m 40. .
45. .
mm 7 50. .
m 55. .
50. .
mm 65. .
70. .
m 75. .
80. .
mm 85. .
tfl 8 90. .
9 95. . X
mm 100. . X
105. . X. OT 10 no. . X.
115. . X
—tfi 11 120. . X
OT 12 125. . ,
130. .
— 135. .
Ni 140. .
145. .
MB 150. .
155. . fll 160. .
155. .
BR 170. . • 13 175. .
180. .
•HI 135. .
tfl 190. . tfl 195. .
200. .
205. .
OT 210. .
215. .
BB 220. .
tfl ^25. .
230. .
X
X.
X.
X
.X u
. X
. X
. X
. X
. X
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14 235. . .A E .
.-««) 240. X E .
245. . X E .
250. . X E .
255. . X E .
260. . X u .
>IIBI 265. . X E .
lUB 270. . X E .
275. . X E .
. 280. . X E .
ine . X S .
290. . xu E .
295. . xu E .
300. . xu E .
BM 305. . xu E .
310. . xu E .
. 315. . xu E .
320. . xu E .
OT 325. . xu E .
. 330. .x u E .
335.
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OT 340. .X u E .
345. .X u E .
MM 350. .X u E .
OT 355. .X u E .
350.
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Bl 365. X u E .
370. X u E .
m 375. X u E .
15 380. X u E .
•Bl 385. .X u E .
tfl 390. .X u E .
395. . xu E .
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410.
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tfl 425. XE .
430. XE .
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BM 490,
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• • • . 520.
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540.
545.
550.
ree JJJ,
550.
565.
570.
575.
580.
585.
590.
595.
18 600.
605.
610.
19 615.
520.
525.
630.
535.
640.
645.
550.
655.
560.
665.
570.
675.
680.
685.
690.
695.
700.
705.
710.
715.
720.
20 725.
23 730.
735.
23 740.
NRD=
X
X
X
X
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0 ELLC= 9999999,00 ELTRD= 9999999.00
fli EL(I),STA(I)
75.70 0.00 73.00 5.00 70.00 20.00 58.00 25.00 55.00 34.00
64.00 50.00 52.00 90.00 60.00 97.00 59.80 110.00 50.00 113.00
52.00 125.00 54,50 175.00 64.80 235.00 54.00 380.00 65.00 460.00
58.00 483.00 70,00 502.00 72.00 517.00 74.00 724.00 76.00 728.00
78.00 732.00 30.00 742.00
CROSS SECTION 190.00
STREAM ENCINAS CREEK
DI5CHARGE= 1747.
PLOTTED POINTS (BY PRIORITY)-B=BOTTOM BRIDGE.I=TOP BRIBG£,X=GROUND,W=UATER SUR,E=ENERGY GRADIENT,C=CRIIICAL WSEL
ELEV 62. 54. 56. 68. 70. 74. 76. 78. 30. 32.
STA-FEET
MM
,i Kl. e J.
•
10. X.
. 15. X .
20, , X
MB 25. X u. E
BH 3 30. X u. E
35. . X u. E
m 40. . X u. E
45. , X u. E
mm 50. .X u. E
m 55. .X u. E
4 50. . u. E
mm 5 55. .X , , u. E
5 70. u. E
m 7 75. . X u. E
8 80. E
9 85.
m 90. X
95. X .
mm 10 100,
m 105. .X
UO. .X
mm 115. , X
120. . X
m 125. , X
130. . X
mm 135. X
m 140. X
145. X .
ma 150. . X .
155. X .
m 150. X .
11 165. X . BR 170. X .
tfl 175. X .
180. X .
BR 185. X
fll 190. • . X
195. . X
m 200. . X
205. . X
Bfl 12 210. V
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• A . •HI 220. . X
HB • • . X 230. . X
BANK.
BANK.
fll
m
13
235.
240.
245.
250.
255.
260.
255.
270.
275.
230.
235.
290.
295.
300,
305.
310.
315.
320.
325.
330.
335.
340,
345.
350.
355.
360.
365.
370.
375.
380.
385.
390.
395.
400.
405.
410.
415.
420.
425.
430.
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14 440.
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15 450.
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450.
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470.
475.
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16 495,
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515.
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525.
530.
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. X
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535. . . . . . . . . . X .
19 540. ......... X
20 545. ..........
NRD= 0 ELLC= 9999999.00 ELTRD= 9999999.00
EL(I).STA(I)
78.20 0.00 65.00 30.00 64.00 58.00 52,20 65.00 64.00 70.00
66.00 75.00 63.00 30.00 70.00 36.00 72,00 102.00 73.70 157.00
72.30 208.00 72.40 305.00 72.10 440.00 72.00 450.00 74.00 495.00
76.00 520.00 78.00 522.00 30.00 540.00 32.00 544.00
liMI
CROSS SECTION 200.00
STREAM ENCINAS CREEK
DISCHARGE= 1747.
PLOTTED POINTS (BY PRIORITY)-B=BOTTOM BRIDGE,T=TOP BRIDGE,X=GROUND,W=UATER SUR,E=ENERGY GRADIENT,C=CRITICAL USEL
ELEV 64. i5. S3. 70. 72. 74. 76. 73. 30. 32.
STA-FEET
•Ml 2 0.
5.
•
•
•
. 10.
15.
•
•
•
MB 20. .X UE
0 ie X c . UE
30. X c. UE
m 35. X c . UE
40. X c. UE
MM 45. .X c . UE
tfl 50, .X c. UE
55, .X c. UE
Hi 60, .X c. UE
55, .X c. UE • 70. .X c. UE
7S. . X c. UE
tfi 80. . X c. UE • 85. . X c, UE
90. . X c. UE
Mi 95. . X c. UE
100. . X c. UE
105. . X c. UE
.1 110. . X c . UE
Bl US. . X c . UE • 120. . X c. UE
125. . X c. UE
III 130, , X c. UE
il 135. . X c. UE
140. . X c. UE
— 145. . X c. UE
fli 150. . X c. UE fli 155. . X c . UE
150, . X c. UE
" 165. . X c . UE
OT 170. X c. WE
175. x b . WE
BH 180. X c. UE • 185. X c. UE
190. X c. UE
195. • X c. WE
200. ; c. UE • 205.
210.
• • X c .
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225. X c. UE
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WB 260. . XC . UE
265. . X . UE
wm 270. . X . UE
275. . X . WE
^ 280. . X . UE
285. . X . WE
290. . X . WE
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300. . X. UE
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mm 310. . • X. UE
315. . X. WE
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325. . X. UE
mm 330. . X UE
335. . X WE
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m 4 345. . X UE
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mm 6 370. . X UE
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m 380. . X WE
385. . X UE
am 390. . X UE
BBI 395. . X UE
7 400. . X UE
405. . X UE
410. . X UE
" 415. . X UE
8 420. . X UE
<Bi 425. . X c. UE
m 9 430. . ( c. UE
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450. . . X c. UE
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m 14 46S. . c . UE
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. 490. . XE
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BB 515. .
17 520. .
18 525. .
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m
m
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235.
240.
245.
250.
255.
260.
255.
270.
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280.
285.
290.
295.
300.
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320.
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4 345.
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5 360.
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6 370.
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385.
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7 400.
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8 430,
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9 430.
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10 440.
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12 455.
13 460.
14 465.
15 470.
16 475.
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XC . UE
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X . WE
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X. UE
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•
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540. ....... X
21 545. ......'*• J
NRD= 0 ELLC= 9999999.00 ELTRIi= 9999999.00
EL(I),STA(I)
79.00
70.00
63.50
72.00
0.00 63.00 25.00 70.00 345.00 72.00 360.00 70.00 359.00
398.00 70.00 418.00 68.00 429.00 65.00 440.00 64.00 453.00
456.00 64.00 459.00 66.00 463.00 58.00 470.00 70.00 475.00
518.00 74.00 526.00 75.00 533.00 78.00 537.00. 30.00 543.00
CROSS SECTION 210.00
STREAM ENCINAS CREEK
DISCHARGE^ 1747.
PLOTTED POINTS (BY PRIQRITY)-B=BOTT0M BRIDGE,T=TQP BRIDGE,X=GROUND,U=UATER 3UR,E=ENEEGY GRADIENT,C=CRITICAL WSEL
ELEV 64. 56. 68. 70. 72. 74. 76. 78, 30. 32. 34.
STA-FEET
^ U.
5.
•
*
10.
— 15. ,
BH 3 20. X w 25. X u 30. X u 35. X u BH 40. X u 45. X u 50. X u
MB 4 55. X u 50. X u 65. X u 5 70. X u " 75. X u
am 80. X. u 85. X. u OT 90, X . u 95. X . u BB 100. X . u • 105. XC . u
no. XC . u
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120, X c. w tfl 125. X c . u 130. X c. u 135. X c . u
m 140. X c. u 145. . X c . u 150. a , . X c. u 155. . X c . u " 150. . . . X c . u
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15 480.
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16 490.
17 495.
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540.
545.
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19 575.
20 580.
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21 590.
23 600.
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24 510.
25 515.
NRD= 0 ELLC= 9999999.00 ELTRD= 9999999.00
EL(I),STA(I)
80.50
68.50
58.00
70.00
80.00
0.00
240.00
450.00
493.00
595.00
69.90
68.80
56.00
73.00
83.00
31.00
298.00
457.00
533.00
600.00
70.00
59.20
54.10
74.00
84.00
55.00
407.00
470.00
573.00
610.00
70.00
70.00
66.00
76.00
86.00
72.00
434.00
480.00
580.00
615.00
58.50
70.00
68.00
78,00
172.00
442.00
488.00
588,00
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CROSS SECTION 220.00
STREAM ENCINAS CREEK
DISCHARGE= 1747.
PLOTTED POINTS (BY PRIORITY)-B=BOTTOM BRIDGE.T=TQP BRIDGE,X=GfiOUND,U=UATER SUR,E=ENERGY GRADIENT,C=CRITICAL WSEL
ELEV 64. 66. 63. 70. 72. 74. 76. 78. 30. 82. 34.
STA-FEET
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15 600.
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EL(I),STA(I)
82,30
70,40
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3S5.00
498.00
72.00
70.00
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4SS.00
501.00
72.50
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464.00
550,00
72,00
64,40
76.00
54.00
485.00
502.00
69.90
68.00
78.00
260.00
492.00
640.00
CROSS SECTION 230.00
STREAM ENCINAS CREEK
DISCHARGE= 1552.
PLOTTED POINTS (BY PRIORITY)-B=BOTTOH BRIDGE,T=TOP BRIDGE,X=GROUND,U=UATER SUR,E=ENERGY GRAD IENT,C=CR IT ICAL WSEL
ELEV 66. 63. 70. 72. 74. 76. 73. 30. 32. 34. 35.
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J.
10.
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EL(I),3TA(I)
82.20 0.00 74.00 15.00 74.00 20.00 73.30 110.00 72.00 168.00
71.10 210.00 71.20 355.00 71.30 410.00 70.00 470.00 68.00 481.00
65.50 495.00 53.00 504.00 70.00 508.00 72.00 514.00 74.00 531.00
76.00 538.00 78.00 542.00 80.00 544.00
CROSS SECTION 240.00
STREAM ENCINAS CREEK
OISCHARGE= 1562.
PLOTTED POINTS (BY PRI0RITY)-B=BOTTQH BRIDGE,T=TOP BRIDGE,X=GROUND.W=UAIER 3UR,£=ENERGY GRADIENT,C=CRITICAL USEL
ELEV 68. 70. 72. 74. 75. 78. 30. 82. 34. 35. 38.
STA-FEET
2 0.
3 5.
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5 145.
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80.90
73.50
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603.00
77.00 7.00 76.00 30.00 74.30 110.00 74.00 145.00
73.50 290.00 73.50 485.00 72.00 502.00 70.00 509.00
68.30 518.00 68.00 521,00 70,00 531.00 72.00 540.00
76.00 548,00 78.00 569.00 80.00 581.00 82.00 593.00
CROSS SECTION 250.00
STREAM ENCINAS CREEK
DISCHARGE= 1562.
PLOTTED POINTS (BY PRIDRITY)-B=BOTTOM BRIDGE,I=TOP BRIDGE,X=GRQUND,U=WATER 3UR,E=ENERGY GRADIENT,C=CRITICAL WSEL
ELEV 68. 70. 72. 74. 76. 78. 80. 32. 34. 36. 38.
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83.50 0.00 77.80 10.00 76.00 141.00 75.90 225.00 76.00 340.00
76.50 480.00 75.00 498.00 74.00 506.00 72.00 515.00 70.00 518.00
69.10 525.00 70.00 530.00 72.00 538.00 74.00 542.00 76.00 548.00
78.00 550.00 80.00 552.00 81.50 516.00
CROSS SECTION 250.00
STREAH ENCINAS CREEK
DISCHARGE^ 1552.
PLOTTED POINTS (BY PRIOR ITY )-S=BQTTQM BRIDGE,T=TOP BRIDGE, X=GROUND,W=UATER -SUS,E=ENERGY GRADIENT,C=CifITICAL IJSEL
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EL(I),3TA(I)
86.20
77.50
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0.00 30.70 13.00 80.00 50.00 73.60 155.00 78.00 222.00
252.00 73.00 272.00 73.70 458.00 73.00 470.00 75.00 477.00
486.00 72.00 491.00 70.00 495.00 59,90 500.00 70.00 509.00
515.00 74.00 522.00 75.00 524.00 78.00 528.00 80.00 530.00
CROSS SECTION 270.00
STREAM ENCINAS CREEK
DISCHARGE= 1562.
PLOTTED POINTS (BY PRIORITY)-B=BOTTQM BRIDGE,T=TOP BRIDGE,X=GRQUND,U=UATER SUR,E=ENERGY GRADIENT,C=CRITICAL USEL
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CROSS SECTION 280.00
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DISCHARGE= 1552.
PLOTTED POINTS (BY PRIORITY)-B=B0TT0M BRIDGE,T=TOP BRIDGE,X=GROUND,U=UATER SUR,E=ENERGY GRADIENT,C=CRITICAL WSEL
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545.
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565.
570.
575.
580.
585.
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25 505.
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MB
fll
EL(I),STA(I)
94.90
84.20
86,00
80.00
90.00
0.00 86.50 17.00 66.00 25.00 84.80 155.00 85,10 192,00
206.00 84.60 215.00 84.00 277.00 84.00 358.00 86,00 368.00
448.00 84.00 450.00 82.00 455.00 80.00 460.00 79,00 466,00
474.00 82.00 479.00 84.00 483.00 86.00 485.00 86,00 486.00
492.00 90.00 504.00 86.00 548.00 88,00 605,00 86,80 667.00
CROSS SECTION 290.00
STREAM ENCINAS CREEK
DISCHARGE= 1562,
PLOTTED POINTS (BY FRIORITY)-B=B0TTOM BRIDGE,T=TOP BRIDGE,X=GROUND,U=WATER SUR,E=ENERGY GRADIENT,C=CRITICAL WSEL
ELEV 38. 90. 92. 94. 95. 98. 100. 102. 104. 106. 108.
STA-FEET
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6 145.
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7 170,
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NRD= 0 ELLC= 9999999.00 ELTRD= 9999999.00
EL(I),STA(I)
104.60
100.00
93.00
94.00
0.00
170,00
493.00
549.00
106.00
100.00
90.00
96.00
7.00
210.00
500.00
552.00
106.00
98.00
89.90
98.20
58.00
256.00
520.00
565.00
104.00
96.00
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100.00
114.00
405.00
540.00
516.00
102.00
94.00
92.00
146,00
485.00
546,00
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CROSS SECTION 300.00
STREAM ENCINAS CREEK
DISCHAR6E= 1552.
PLOTTED POINTS (BY PRIORITY)-B=BOTTOM BRIDGE,T=TOP
t^M
ELEV 94. 95. 98. 100. 102.
MH STA-FEET
. 3 0. .
BH 4 20. .
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mm 60. .
mm 5 80. .
6 100. .
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7 140. .
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10 380, . X U E.
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15 660. . X .
mm
NRD= 0 ELLC= 9999999.00 ELTRD = 9999999.00
EL(I),STA(I)
105.80 0.00 108,50 7.00
102.00 142,00 100.00 202.00
96.00 537.00 98.00 577,00
104. 105. 108. 110. 112. 114.
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BANK.
BANK.
108.00
98.00
100.00
246.00
628.00
106.00
96.00
101.50
74.00
380.00
690.00
104.00
95.60
102.00
505.00
CROSS SECTION 310.00
STREAM ENCINAS CREEK
DISCHARGE^ 1562.
PLOTTED POINTS (BY PRIORITY)-B=BOTTOM BRIDGE,T=TCP BRIDGE,X=GROUND,W=WATER SUR,E=ENERGY GRADIENT.C=CRITICAL WSEL
ELEV 88. 90. 92, 94. 95. 98. 100. 102. 104. 105. 108.
STA-FEET
0.
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4 10.
15.
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185,
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195,
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210.
215.
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225.
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13 460,
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14 470,
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16 490.
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EL(I).STA(I)
107.60 0,00 106.00 6.00 104.00 12.00 102.00 35.00 100.00 138.00
99.40 235.00 98.00 272.00 98.00 295.00 100.00 408.00 100.00 446.00
98.00 460.00 96.00 453.00 94.00 468.00 92.00 476.00 90.00 490.00
89.30 495.00 90.00 528.00 92.00 560.00 94.00 580.00 96.00 584.00
98.00 589.00 100.00 593.00 110.00 603.00
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CROSS SECTION 320.00
STREAH ENCINAS CREEK
DISCHARGE= 1400.
PLOTTED POINTS (BY PRIORITY)-B=BOTTQM BRIDG£,T=TOP BRIDGE,X=QSQUND,U=UATER SUR,E=ENERGY GRADIENT,C=CRITICAL USEL
ELEV 90. 95. 100. 105. UO. 115. 120. 125. 130. 135. 140.
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EL(I),STA(I)
— 113.30 0.00 103.50 20.00 103.20 75.00 103.80 200.00 103,40 250.00
103.30 303.00 104.00 330.00 104.70 340.00 104.00 365.00 102,00 370.00
100.00 373.00 98.00 378.00 95.00 380.00 94.00 390,00 92.00 405.00
91.50 415.00 92.00 422.00 94.00 437.00 96.00 438.00 98,00 441,00
100.00 445.00 102.00 448.00 104.00 452.00 106.00 456.00 108.00 458.00
110.00 450.00 112.00 452.00 114.00 455.00
CROSS SECTION 330.00
STREAM ENCINAS CREEK
DISCHARGE= 1400.
PLOTTED POINTS (BY PSIORITY)-B=BOTTOH BRIDGE,T=TOP B8IDGE.X=GRQUND.W=WATER SUR.E=ENERGY GRADIENT,C=CRITICAL USEL
ELEV 90. 95. 100. 105. UO. 115. 120. 125. 130. 135. 140.
STA-FEET
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EL(I),STA(I}
116.60
100.00
91.90
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291.00
330.00
358.00
100.40
98.00
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110.00
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333,00
373,00
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96.00
94.00
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83.00
301.00
344.00
380.00
100.10
94,00
96,00
138,00
315.00
350.00
100.90
92.00
98.00
236.00
326.00
354,00
CROSS SECTION 340.00
STREAM ENCINAS CREEK
DISCHAR6E= 1400.
PLOTTED POINTS (BY PRIGSITY)-B=BOTTOM BRIDGE,T=TOP BRIDGE,X=QRCUND,U=WATER SUR,E=ENERGY GRADIENT,C=CRITICAL USEL
ELEV 90. 95. 100. 105. UO. 115. 120. 125. 130. 135. 140.
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0 ELLC= 9999999.00 £LTSD= 9999999.00
EL(I),STA(I)
116.20 0.00 104.20 25.00 104.00 62.00 104.00 157.00 105.00 253.00
106.00 255.00 104.00 262.00 102.00 254.00 100.00 268.00 98.00 273.00
96.00 279.00 94.00 290.00 93.50 295.00 94.00 304.00 96.00 312.00
98.00 316.00 100.00 320.00 110.00 330.00 120.00 341.00-
CROSS SECTION 350.00
STREAM ENCINAS CREEK
DISCHAR6E= 1400.
PLOTTED POINTS (BY PRIORITY)-B=B0TTQM BRIDGE.r=TOP BRIDGE,X=GRQUND,U=UATER SUR,£=ENERGY GRADIENT,C=CRITICAL WSEL
ELEV 95. 100. 105. UO. 115. 120. 125. 130. 135. 140. 145.
STA-FEET
0. .
2. .
4. .
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10.
12.
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114.40 0.00
100.00 218.00
Mi 98.00 244.00
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106.00
98.00
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17.00
223.00
246.00
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209.00
231.00
257.00
104.00
95.70
120.00
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233.00
268.00
102.00
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215.00
235.00
CROSS SECTION 350.00
STREAH ENCINAS CREEK
DISCHARGE^ 1400.
PLOTTED POINTS (BY PRIORITY)-e=BOTTOM BRIDGE,T=IQP BRIDGE,X=GROUND,W=UATER SUR,£=ENERGY GRADIENT.L=CRITICAL WSEL
ELEV 98. 100. 102. 104. 106. 108. UO. 112. 114. 116. 118.
STA-FEET
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178. . X u. E,
Mi 180. . X u. E.
fli 182. . X u. £.
184. . X u. E.
12 186. . X u. Ea
188. . X u. Ea
•i 190. . X . u. Ea
192. . X . u. E,
13 194. . u. E.
MM 195. , X . u. E.
198. . X . u. E.
-mm 15 200. . XXXXXXXXXXX Ea
16 202. . a ^
mm 204. . X a
17 206, .
18 208. .
. 210. .
212. .
214. ...... X
• ; ; ; X : ;
218. ....... X
19 220. ..... a X
NRD= 0 ELLC= 9999999.00 £LTRD= 9999999.00
EL(I),STA(I)
112.00 0.00 107.60 10.00 108.00 75.00 110.00 152.00 108.00 156.00
106.00 161.00 104.00 155.00 102.00 169.00 100.00 173.00 98.60 175.80
98.60 185.80 100.00 195.00 102.00 200.00 104.00 201.00 106.00 203.00
108.00 206.00 110.00 208.00 120.00 220.00
CROSS SECTION 370.00
STREAH ENCINAS CREEK
DISCHARGE^ 1400.
PLOTTED POINTS (BY PRICRITY)-B=B0TTOH BRIDGE,T=TOP BRIDGE,X=GROUND,U=UATER SUR,E=ENERGY GRADIENT,C=CRITICAL WSEL
ELEV 101. 102. 103. 104. 105. 106. 107. 108. 109. 110. 111.
STA-FEET
0
u 0. . . X
MM 3 n
ima M X
4. . XE
4 6. . X u .z
BM 3. . X c . u .E
5 10. . X . c . w .E
mm 12. . c . u .E
5 14. . c . u .£
mtt 7 16. . X c . u .E
•m 18. . X c . u .£
20. . X . c . u .E
mm n X , c . u .£
24. , X . c . u .£
8 ot X . c . u .E
UH 28. . X . c . u .E
30. . X . c . u •E 32. . X . c . u .E
34. . X . . c . u .£
10 36, . XXXXXX . c . u .E
38, , . c . u .£
11 40, , X . c . u .E
•Ml 42, , X c . u •E 12 44, . X u .E
— 46. . XE
13 48. .
50. .
. 14 52. . X
54. . X
MB 56. . X
58. . X
BR 60. . X
OT 62. . X
54. , X
. 66. . X
68. . X Mi 70. . X
73, . X . 74. . . X
— 76. . . X
78. . . X
80. . . X
BB 83. . . X
84. . . X
36. . . X
88. . .X
MM 90. . .X
93. .
BANK.
BANK.
94.
96.
98.
100.
102.
104.
106.
108.
110.
112,
114,
116.
118.
120.
122.
124.
126.
128.
130.
132.
134.
136.
138.
140.
142.
144.
146.
148.
15 150.
153.
16 154.
156.
156.
160.
17 163.
164.
18 166.
168,
170.
173.
174.
176,
178.
180.
183.
19 184.
186.
188.
20 190.
23 192.
X u .E
XC u .E
C . u .E
c , u .E
c . u .£
c u .E
c . u .E
c u .E
c . u .E
c . u .E
c . u .E
c . u .£
c . u .£
c . u .E
c u .E
c . u .E
c . u .£
X . u .£
X u .£
XXXXXXXXXXXXXXXXXXXXX
NRD= 0 ELLC= 9999999.00 £LTRD= 9999999.00
•Bl EL(I),STA(I)
OT 109.30 0.00 108.00 2.30 105.00 6.30 104.00 10.30 102.00 14.30
101.50 15.30 101.50 25.30 101.50 35.30 102.00 36.30 104.00 40.30
106.00 44.30 108.00 48.30 109.80 51.90 108.00 150.00 106.00 155.00
104.00 162.00 102.00 157.00 104.00 135.00 106.00 190.00 108.00 192.00
— 110.00 193.00
CROSS SECTION 371.00
STREAM ENCINAS CREEK
DISCHARGE= 1400.
PLOTTED POINTS (BY PRIORITY)-B=B0TT0M BRIDGE,T=TOP BRIDGE,X=GROUND,W=UATEE SUR,E=ENERGY GRADIENT,C=CRITICAL WSEL
ELEV 101. 102. 103. 104. 105. 106. 107. 108. 109. 110. ill.
BH STA-FEET
,. 2 0. aX
BM 3 2, a a . X
4. • . . . X E
MM 4 6. XU E
BH 8. . . X .u E
e J 10. , a < . .u E
mm 12. . X .u E
7 14. . xxx .u £
15. a X . .w E
18. a X . .w £
20. . X . .u E
Mi 8 22. a X . .u E
24, . X . .u E a
-Bl 26, . X . .u E
OT 28. a X . .u E .
10 30. a XXX .u £ .
. 32. . . X .u £ .
U 34. a X . ,u E
m 36, a X .u . E .
12 38. . xu £ .
40.
• . .
X E .
13 42. . , . • X
14 44. . . . X
46.
. , •
X
48. , a X
50. . , . . . X.
52. , a X,
54. • . a X,
BM 56. a a X.
58. a , X.
mm 60. a a a . X .
m 52. a . . X .
54. . a a , X .
BH 56. a a a a X .
58. . a X . • 70. X .
72. X .
•n 74. a a X .
itf 75. X .
78. , a X .
BR 80. . a X .
82. X OT 34. X .
85. y
. 88. A t
•{
MM 90. a X
92. . X
BANK.
BANK.
94.
96.
98.
100.
102.
104.
106.
108.
UO.
112.
114.
115.
118.
120.
122.
124.
126.
128.
130.
132.
134.
136.
138.
15 140.
142.
144.
146.
148.
16 ISO.
152.
154.
156.
17 158.
160.
162.
164.
18 166,
168.
170.
172.
174,
176.
19 178.
180.
20 182.
21 184.
22 186.
XU
U u u u u u
u
u u u u u u u u
XU
NRD= 0 ELLC= 9999999.00 ELTRB= 9999999.00
mm EL(I),STA(I)
OT 109.10 0.00 108.00 2.20 106.00 6.20 104.00 10,20 102.00 14.20
101.80 14.50 101.80 22.10 101.80 29.50 102.00 30,00 104.00 34.00
106.00 38.00 108.00 42.00 109.00 44.00 108.00 140,00 106.00 150.00
Mi 104.00 158.00 102.20 166.00 104.00 178.00 106.00 183.00 108.00 185.00
110.00 187.00
CROSS SECTION 372.00
STREAM ENCINAS CREEK
DISCHARGE= 1400.
PLOTTED POINTS (BY PRIOR ITY )-3=B0TT0M BRIDGE,T=TOP BRIDGE,X=GROUND,U=WATER SUR,E=ENERGY GRAD IENT,C=CR IT ICAL USEL
ELEV 102. 103. 104. 105. 106. 107. 108. 109. UO. Ul. 112.
STA-FEET
3 0.
m 4 5. . , a X C . u E .
5 10. . . X a , C . w E .
mm 6 15. . X a . c . u £ .
mm 20. . X c . u £ .
7 25. . X . a c . u E .
30. . X a a c . u E .
9 35. . XXXXXXXXXXXXXXXX a , c . u E .
BB 10 40. . a a X c . u E .
45. . a a X c . u £ .
mm 50. . a . X c . u E .
mm 55. . . a X c . u E .
60. . a , X c . u E .
•m 65. . X c . u E .
70. . X c . u E .
Mi 75. . X c . u E .
80. . X c . u E . mm 85. . . a X c . u E . • 11 90. . X c . u E .
95. . . a X c . u E .
Bl 100. . X c . u E .
tfl lOS. . X c . u E .
no. . X c . u E .
mm 115. . X c . u E ,
120. . X c . u E ,
— 125. . X c . u E .
13 130. . X c . u E .
HB 13 135. . a , X. u E .
m 14 140. . X c . u E .
145. . a .X c . u E .
mm 150. . a X a , c . u E .
15 155. . . X c . u E .
m 16 160. . X . . a c . u E , .
17 155. . a X a , c . u E .
170. . .X c . w E .
tfi 18 175. . a X c . u E .
19 180. . X
•Ht 20 185. . • • • •
Ifl
NRD= 0 ELLC= 9999999.00 ELTRD= 9999999.00 •• EL(I),STA(I)
•B 108.90 0.00 108.00 l.SO 106.00 5.80
102.50 22.90 102.50 32.90 104.00 35.90
. 105.00 130.00 106.90 135.00 105.00 142.00
— 104.00 165.00 105.00 175.00 108.00 180.00
XXXXXXXXXX
BANK.
BANK,
104.00
105.00
104.00
110.00
9.30
39.90
153.00
186.00
102.50
106.00
102,70
12.90
92.00
160.00
CROSS SECTION 380.00
STREAH ENCINAS CREEK
DISCHARGE= 1400.
PLOTTED POINTS (BY ?RIORITY)-B=BOTTOH BRIDGE,T=TOP BRIDGE,X=GROUND,W=UATER SUR,E=ENERGY GRADIENT,C=CRITICAL USEL
ELEV 103. 104. 105. 106. 107. 108. 109. 110. ill. 112. 113.
STA-FEET
0. .
1
4.
4 6,
8,
5 10.
6 12.
14.
16.
18.
20.
7 22.
24.
26,
28,
30.
9 32.
34.
10 36.
38.
40.
43.
44.
46.
48.
50,
53,
54.
56.
58.
60.
63.
64.
56.
68.
70.
72.
74.
75.
78.
80.
82.
84.
X
X
X
X
X
X
X
X
X
X
xxxxxxx
90. .
92. .
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
U E.
U E,
U E.
U E.
U E.
U E.
U E.
U E.
U E.
U E.
U E.
U Ea
U E,
U E.
U £.
U E,
U E,
E,
E.
E.
E.
E.
E.
E.
E,
E.
E.
U E.
U E.
W £.
U E.
U £.
U E.
U E.
U E.
BANK.
BANK.
94. . X. c . U E.
96. . X. c . W E.
98. . X c . U E.
100. . X c . U E.
iMA 102. . X c . U E.
mm 104. . X c . W E.
106. . X c . U E.
mm 103. . X c . W £.
no. . X c . U E.
mm 112. . X c . W £.
MB 114. . X c . U £.
11 116. . X c. W E.
. 118. . X c . U Ea
120. . X c . W £.
" 1 n X c . U E.
124. . X c. U E.
126. . X c. U £.
Iir. IAO. . X c . U £.
130. . X c. U E.
— 132. . X c. U E.
134. . X c . U E.
136. . X c. U £.
138. . X c, U E.
140. . X c. U £.
142. . X c. U E,
144. . X c. U E.
146. . X c. U E.
. 148. . X c. U E.
150. . X c. U E.
mm 152, . X c. U E.
12 154. . X c . U E.
mm 156. . X . c. U E.
158. . X c. U E.
160. . . X c. U E.
bM 162. . X. c. U E.
164. . X . c. U E.
'--' 166. . . X , ' . c. U E.
168. . .X c. U E. IH 13 170. . ABB c . U E.
-v.-* 172. . X, c. U E,
174. . X . c. U E.
•.a 176. . X . c. U £,
14 178. . X . c. U E.
«. 180. . X . c. U £.
Bi IS 182. . X • a c . U E.
184. . X . c. U E,
.» 186. . .X c . U E,
188. . X . c . U E,
MM 16 190. . > . X c. U E.
192. . ... X c . U E,
194. . • • • .X W £.
.
-mm
m
17 196. .
198. .
200. .
202. ,
18 204. .
•
X
NRD= 0 £LLC= 9999999.00 ELTRD= 9999999.(
EL(I),STA(I)
109,20
103.40
106,00
108.00
0.00
21.60
155.00
197.00
108.00
103.40
104.00
ilO.OO
2.40
31.50
170.00
205.00
105.00
104.00
103.50
5.40
32.30
178.00
104.00
105.80
104.00
10.40
35.40
183.00
103.40
105.00
105.00
11.50
117.00
190.00
CROSS SECTION 390.00
STREAH ENCINAS CREEK
DISCHARGE= 1400.
PLOTTED POINTS (BY PRIORITY)-B=BOTTOM BRIDGE,T=TOP BRIDGE,X=GROUND,U=UAT£R SUR,E=ENERGY GRADIENT,C=CRITICAL USEL
«MI ELEV 104. 105. 106. 107. 108.
mm STA-FEET
n 0. .
3 2. . a
4 4. . a xu E
5. . X c aU E
. 5 8. . . c aU E
10. . .X . c .u E
5 12. .X . a . c .u E
mm 14. .X a . c .u E
16. .X . c .u E
18. .X . c .u E
mm 20. .X a . c .u E
7 22. .X . . c .u £
24. .X a . c .u E
26. .X . a . c .u E
28. .X a . . c .u E
30. .X , . c .u E
8 33, .X a . c .u E
MM 34, . .X a . c .u E
9 36. . . . c .u E
•— 38. , . a X c .u £
10 40. . . a xu E
mm 43. , . a xu E
*w 44. . . X.U E
46. . a X.U E
BB 48, . . X .u E
50. . X .u E
. 53. . X .U E
IM 54. . . X .u £
56. . a X .u E
BH 58. . . a X .u E
60. . X .u E
tfl 62. . a a X .u E
64. . . X .u E BR 56. . a a X .u E
•1 68. . a . X .w E
70. . a . X .u E
am 72. . . X .w £
74, . . X .u E
ma 75, , . X .u £
mm 78. . . . X .u E
80. . a . X .u E
m 32. . . .XC .u E
34. . a a .XC .w E
-mm 36. . , X c .u E
38. . a X c .u E
90. . . X c .u E
92. . a X. c .u E
109. 110. Ul. 112. 113. 114.
BANK.
BANK.
94. . X. C .u E
96. . X a C .u E
98. . X . c .w E
M 100. . X . c ,w £
102. . X . c .w £
•«
104. . X . c .u £
106. . X . c .u E
108. . X . c .u £
no. . X . c .u E
112. . X . c .u E
114. , X . c .u E
115. . . X . c .u E
118. . . X . c .u £
120. . . X . c .u E
122. . . X . c .u £
tmn 124. . . X . c .w E
U 126. . . X . c .w E
HB 128. . . X . c .u E
130. . . X . c .u E
MM 133. . . X . c .u E
134. . . X . c .u E
136. . , X . c .u E
rmi 138. . . X . c .u £
140. . ,x . c .u E
mm 143. . .X . c .u E
144. . .X . c .u E
146. . .X . c .u E
148. . ,x . c .u £
150. . .X . c .u £
152, . ,x . c .u E
154. . ,x . c .u E
156. . .X . c .u E
PBrtB 158. . .X . c .u E
160. . ,x . c .u E
. 162. . .X . c .u E
164. . .X . c .u E
166. . X . c .u E
168. . x . c .u E
170. . X . c .u E
. 172. . X . c .u E
174. . X . c .u E
MB 176. . X . c .u E
178. . X . c .u E
12 180. . X . c .u E
— 182. . X . . c .u E
184. . X . . c .u E
186. . X . c .u E
OT 188. . X . c .u E
190. . X . c .w E
. 192. . X . c .u E
194. . X . c .u E
fli 196. . X . c .u E
198. . X a . c .u E
. 13 200. . X . c .u E
BH 202. . X . c .u E
204. . X . . c .u E
206. . X a . c .u E
208. . . c .u E
210. . X . c .u £
212. . X . c .u E
•1^ 214. . X . . c .u E
216. . X . . c .u E
14 218. . X . c .u E
220. . . . X . c .u E
iM
UHH B • .XC .w E
15 224, . xu E
226. . ,
ilM 16 228, . a
NRD= 0 £LLC= 9999999.00 ELTRD= 9999999.00
EL(I),STA(I)
110.80
104.10
106.00
0.00
23.00
180.00
UO.OO
104.10
104.20
1.60
33.00
200.00
106.00
106.00
106.00
4.50
37.00
216.00
106.00
108.00
108.00
3.60
41.00
225.00
104.10
105.20
110.00
13.00
127.00
228.00
CROSS SECTION 400.00
STREAH ENCINAS CREEK
DISCHARGE= 1400.
•m
PLOTTED POINTS (BY PRIORITY)-B=BOTTOM BRIDGE,T=TOP BRIDG£,X=QROUND,W=WAIER SUR,E=ENER6Y GRADIENT,C=CRITICAL WSEL
ELEV 104. 105, 106. 107. 108, 109. 110. 111. 112. 113. 114.
STA-FEET
10.
6 13.
14.
16.
18.
7 20.
22.
24.
8 26.
38.
9 30.
32,
10 34.
36.
11 38.
40.
42.
44.
46.
48.
50.
53.
54.
56.
58.
50.
62.
64.
66.
68.
70.
72.
74.
76.
78.
SO.
83.
84.
35.
88.
90.
93.
xu
U u u u u u u u u u u u xu
XX
BANK.
BANK.
94.
96.
98.
100.
102.
104.
12 105.
108.
no.
112.
114.
116.
118.
120.
122.
124.
126.
128.
130.
132.
134.
136.
138.
140.
142.
144.
146.
148.
ISO.
152.
154.
156.
158.
13 160,
163.
164.
166.
168.
170.
173.
174.
176.
178.
180.
183.
14 184.
186.
188.
190.
193.
194.
196.
198.
200.
202.
204.
15 206.
208.
210.
212.
XE
X E
( E
x s X E
. X E
. X E
xu E
,u £
.u E
.u E
.u E
.w E
.u E
.u E
.w E
.u
.X
X
X
X
X.
X.
X.
X.
X
X
X
.X
.X
214.
215.
218.
16 220.
222.
ni
A4*mi R
17 226.
228.
18 230.
Tit
UWU •
234.
19 236.
238.
20 240.
242.
244.
21 246.
NRD= 0 ELLC= 9999999.00 aTRD= 9999999.00
EL(I),STA(I)
112.10
104.70
110,90
104,40
0,00
19.50
106.00
112.00
106.00
111.70
106,00
0,20
27,00
160,00
230.00
110,00
108,00
110,00
108,00
4.20
31.00
185.00
237.00
106.00
no.oo
108.00
110.00
8.20
35,00
206.00
240.00
106.00
112.00
106,00
112,00
39.00
220.00
246,00
CROSS SECTION 410.00
STREAK ENCINAS CREEK
DISCHARGE^ 1400.
PLOTTED POINTS (BY PRIORITY)-B=BOTTOM BRIDGE,T=TQP BRIDGE,X=GRQUND,U=UATER SUR,E=ENERGY GRADIENT,C=CRITICAL WSEL
ELEV 104. 105, 106. 107. 108. 109. UO. 111. 112. 113. 114.
STA-FEET
6. a X E
BH 5 8. . u E
10. X c u E
. 6 12. X . c u £
14. . c u £
BH 7 15. a . c u £
mm 18. . X. . c u £
20. X . . c u E
mm 22. X . . c u E
8 24. . X . c u £
26. X . . c u E
mmi 28. X . . c u E
30. X. . c u E
9 32. . . c u E
34. a , c u E
10 36. , X . c u E
38. a X c u E
U 40. . X u E
42. X u £
44. X u E
— 46. . .X u £
48. a .X u E
tfffii 50. . .X u E
52. .X u E
54. . X u I.
'mm 56. , . X u E
58. a . X u £
mm 50. a . X u E
am 62. . . X u E
54. . X u E
66. . X u E
58. . X u E
BM 70. . X w E
72. . X u E
74. . X u £
mt 76. . X u E
78. . X u £
. 80, X u E
32. X u E
flifli 84. X u £
86. X w E
33. X u £
90. X u £
92. X u E
XXXX
BANK.
BANK,
im 94. .
• . •
X u E
96. a ... X u E
™ 98. a X u f
100. . X u E
12 102.
• • •
X u E
104.
. • •
X w £
105. X u E
.M 108. ... X w E
no.
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X u E
112. . . . . ( u E
114. a ... ( u r
. 116. . a • . . a X u E
Tmt 118. . . • . . . X u E
120. a . . . . X u E
mm 132. a ... . . X u E
124. a , . . a . X u E
•mm 126. a . X u E
128. . ... . X u E
130. a • • . . X u E
•mm 132. . , , . .X u E
134. a a . , a .X u E
136. .
• . .
a .X u E
138. . ... X u E
13 140. a
• . .
X u £
mm 142. . . . . X a u £
144. . I . . . XC u E
— 146. a
• • .
X a C u E
148. . . . . X . c u £
-MM 14 150. . a , X . c u £
152. a . X . c u E
15 154. a X . c u E
mm 156. . X. . c u E
158. . X , . c a u £
160. X . . c a u E
16 162. * • X . c u E
164. ... X c . u E
17 166. . . . . X u E
168. a ... X u E BH 170. .
, , •
.X u E
-. 172. .X u E
174. . , , .X u E
BB 176. ... , . X u E
178. . a a a . X u E
BH 180. ... a a X u £
OT 182. . . . a . X u E
18 184.
. • •
. . X u E
BR 186.
. • .
a . X u E
188. • • . , . X u £
Mi 190. . . . . a . X u E
192. a a.a a . X u E
194. . . . . a .X u E
— 196. a a .X u E
198, . . . . . a .X u E
. 200. a . . . . X u £
19 202. a , , • X u E
BB 204, a , . . X c u E
20 206. , a . . X . c u E
208. a a . X . . c a u c
21 210. , X a C u E
212. a X . a , a C u E
22 214.
215.
23 218.
220.
nnn
li^lLl 4
24 224.
25 225,
no
25 230.
w a
u E
U H
U E
U E
U E
U E
X
NRD= 0 £LLC= 9999999.00 ELTRD= 9999999.1
EL(I),3TA(I)
114.30 0.00 114.00 0.60 112.00 4.60 UO.OO 3.60 108.00 12.50
— 106.00 15.50 105.40 25.00 106.00 32.00 108.00 36.00 110.00 40.00
110.70 102.00 UO.OO 140.00 108.00 150.00 106.50 155.00 108.00 152.00
110.00 166.00 110.30 185.00 110.00 202.00 108.00 206.00 106.00 210.00
BB 104.60 214.00 106.00 219.00 108.00 224.00 110.00 227.00 112,00 230.00
'CROSS SECTION 420.00
STREAH ENCINAS CREEK
DISCHARGE= 1400.
PLOTTED POINTS (BY PSIORITY)-B=BOTTOH BRIDGE,T=TOP BRIDGE,X=GROUND,U=UATER SUR,E=ENERGY GRAD IENT,C=CR IT ICAL WSEL
ELEV 104. 106. 108. UO. 112. 114. 116. 118. 120. 124.
STA-FEET
MM
3 0. .
BB n
4 4. .
•mm 6. .
mm 5 3. .
10. . X
•mm 5 12. . X
14. . X E
. 7 16. . X C U £
18. . X , C u £ ^m 8 20. . , c u £
mmi 22. . X . . c u £
24. . X . . c u E
^ 36. . . X . c u £
itfife 38. . , X , c u E
9 30. . . c u E
32. . . X . c u £
34. . , X . c u E
mm 36. . X . c u E
38. . X , . c u E
?1M« 40. . X, . c u E
10 42. . . c u E
44. . X . c u E
— U 46. . xcu E
48. . X E
mm 12 50. . X
53. . X
54. . X
MB 56. . X
58. . X
am 60. , X
m 62. . X
54. , X
BR 66. , X
58. . X
Mi 70. . X
72, . X
. 74. . X
fli 76. . X
78. . X
. 13 80. . X
82. . X HB 84. . X
mm 86. . X
88. . X
mm 90. . X
92. . X
XXX
BANK.
BANK.
MH
94.
95.
98.
100.
102.
104.
106.
108.
110,
112.
114.
115.
118.
14 120.
1 n
124.
126.
128.
130.
132,
134.
136.
138.
15 140.
142.
144.
146,
148.
150.
152.
154.
156,
158,
160.
16 162.
164.
166.
168,
170.
172,
174.
176,
178.
180.
182.
184.
186.
188,
190.
192.
194.
196.
198.
200.
202.
204.
205.
208.
17 210.
212.
X
X
X
XE
XE
XE
XE
X E
E
E
£
£
E
E
E
£
E
XE
XE
XE
XE
X
X
X
X
X
X
X
X
X
X
214. . X
216. . X
-im 218. . X
220. . X
nnn X
224. . X
imi nt
MAO • • X
MM 228. . X
18 230. . X
. 19 232. . X c w Tt
t 234. . . X . c u E
MM 20 235. . . c u t
21 238. . X . c u E
22 240. . X . c u E
Mf 23 242. . X . c u £
244. . . X . c u E
•mm 246. . X . c u E
mm 24 248. . . c u E
250. . X . c u H
•mm WW ^^iam a X c u E
254. . X £
mm 256. . XE
258. .
mm 260. .
mm 262. .
264. .
mm 266. .
ma 26 268. .
NRD= 0 ELLC= 9999999.00 £LTRD= 9999999.00
£L(I),STA(I)
118.40 0.00 118.00 0,80
tM> UO.OO 16.80 108.00 20,80
BM 112.00 50.00 113.30 80,00
112.30 210.00 112.00 230.00
mm 105.90 241.00 106,00 243,00
116.00
106.00
113.00
110.00
108.00
4.80
31.00
130.00
233.00
249.00
114.00
108.00
111.40
108.00
110.00
8.80
42.00
140,00
236.00
252.00
112,00
110,00
112.00
106.00
118.00
12,80
46.00
162.00
339.00
269.00
24-A 11:2 PAGE 19
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
HEC2 RELEASE DATED NOV 76 UPDATED MARC 1982
ERROR CORR - 01,02,03,04,05
MODIFICATION - 50,51,52,53,54,55
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA AAAAAAAAA
NOTE- ASTERISK (A) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST
ENCINAS CREEK
SUMMARY PRINTOUT TABLE 150
SECNO XLCH ELTRD ELLC ELMIN Q CUSEL CRIUS EG lOKAS VCH AREA
100.000 0,00 0.00 0.00 44.00 1747.00 49.68 48.65 49.78 96.25 3.00 757.06
UO.OOO 208.00 0.00 0.00 48.80 1747.00 51.49 50.43 51.55 73.39 2.07 926.88
120.000 355.00 0.00 0.00 51.00 1747.00 53.95 52.58 54.02 64.32 2.23 868.35
130.000 395.00 0.00 0.00 53.30 1747.00 56.18 54.68 56.35 74.29 1.68 838.60
140.000 149.00 0.00 0.00 55.20 1747.00 57.97 57.23 58.10 236.36 3.33 602.30
150.000 217.00 0.00 0.00 56.20 1747.00 59.68 57.9S 59.72 36.77 1.39 1043.47
160.000 198.00 0.00 0.00 57.60 1747.00 50.74 59.58 60.82 91.36 2.67 754.28
170.000 217.00 0.00 0.00 58.20 1747.00 61.93 50.98 62,05 39,07 2,82 519,70
A 180.000 180.00 0.00 0,00 59,80 1747.00 64,63 64,63 65.31 99.69 7,75 331.18
A 190.000 109.00 0,00 0.00 62,20 1747,00 67,79 67,79 69,42 225,77 10,37 175,38
200,000 43S.00 0,00 0,00 63.50 1747.00 70.83 59.58 70,92 13.32 3.57 889.88
210.000 100.00 0.00 0.00 54.10 1747.00 70.97 59.56 71.03 10.02 2.77 1018.52
220.000 301.00 0.00 0.00 54.40 1747.00 71.46 70.86 71.52 54.17 3.52 558.03
230.000 217.00 0.00 0.00 56.60 1562.00 72.43 71.67 72.55 33.34 2.39 578.34
A 240.000 302.00 0.00 0.00 68.00 1562.00 74.06 74.06 74.47 150.77 5.99 348.02
250.000 294.00 0.00 0.00 69.10 1562.00 75.31 75.27 77.01 55.87 4.23 502.35
250.000 255.00 0.00 0.00 69.90 1562.00 78,18 75.24 78.55 60.32 5.11 325.21
24-A 11:2 PAGE
SECNO
270.000
280.000
290.000
300.000
310.000
320.000
330.000
340.000
350.000
360.000
370.000
371.000
373.000
380.000
390.000
400.000
410.000
430.000
XLCH
251.00
255.00
353.00
40.00
85.00
337.00
296.00
303.00
173.00
123.00
218.00
32,00
53.00
78.00
165.00
145.00
175.00
160.00
ELTRD
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0,00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
ELLC
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
ELMIN
71.90
79.00
89.90
95.60
89.30
91.50
91.90
93.50
95.70
98.60
101.50
101.30
102.50
103,40
104.10
104.40
104.60
105.90
Q
1552.00
1552.00
1562.00
1562.00
1562.00
1400.00
1400.00
1400.00
1400.00
1400.00
1400.00
1400.00
1400.00
1400.00
1400.00
1400.00
1400.00
1400.00
CUSEL
79.31
35.01
93.89
97.21
97.83
98.19
99.98
101.47
102.33
103.86
106.37
106.14
107.36
107,70
108.15
109.14
110.97
110.72
CSIWS
77.12
85.01
93,21
97.21
92.62
95.50
96.62
98.25
101.56
103.76
105,52
106,14
106.54
106.83
107.22
109.14
109.32
110.50
EG
30.32
85.53
94.78
97.77
97.89
98.51
100,24
101.81
103.75
105.73
107.10
107.47
107.73
107.94
108.37
110.42
111,27
112,02
iOKAS
83,20
203.30
349.78
19.37
8.86
71.52
48.49
55.24
344.38
92.25
4S.69
102.36
28.79
24.47
28.96
142.16
24.47
124.44
VCH
5.79
6.55
7.58
6.34
1.98
4.61
4.07
4.67
9.67
11.78
8,25
11,43
6.54
5.56
5.07
10,65
5.83
9.94
AREA
271.41
280.50
205.09
275.59
792.58
306.03
346.82
301.08
146.83
137.70
239.35
178.54
378.32
445.91
437.69
167.65
393,78
157.81
24-A 11:2 PAGE 21
ENCINAS CREEK
SUMMARY PRINTOUT TABLE 150
SECNO Q CUSEL DIFUSP DIFUSX DIFKUS TOPUID XLCH
100.000 1747.00 49.58 0.00 0.00 -0.32 447,28 0.00
110.000 1747,00 51.49 0.00 1.81 0.00 559.46 208.00
120.000 1747.00 53.95 0.00 2.46 0.00 439.40 355.00
130.000 1747.00 56.18 0.00 2.23 0.00 419.34 295.00
140.000 1747.00 57.97 0.00 1.78 0.00 437.40 149.00
150.000 1747.00 59.68 0.00 1,71 0.00 440.96 217.00
160.000 1747.00 60.74 0.00 1.06 0.00 396.26 198.00
170.000 1747.00 61.93 0.00 1.19 0.00 367.73 217.00
A 180.000 1747.00 64.63 0.00 2.70 0.00 294.91 180.00
A 190.000 1747.00 67.79 0.00 3.16 0.00 55.83 109.00
200.000 1747.00 70.83 0.00 3.04 0.00 460.94 43S.00
210.000 1747.00 70.97 0.00 0.14 0.00 493.11 100.00
220.000 1747.00 71.46 0.00 0.49 0.00 393,84 301.00
230,000 1562,00 72,43 0,00 0,97 0,00 369.01 217.00
A 240,000 1562,00 74.06 0.00 1.52 0.00 403.89 302.00
250.000 1552.00 76.81 0.00 2.75 0.00 466.34 294.00
260.000 1562.00 78.18 0.00 1.37 0.00 181.74 265.00
270.000 1552.00 79.81 0.00 1.62 0.00 52.23 251.00
A 280.000 1562.00 85.01 0.00 5.20 0.00 253.39 255.00
290.000 1562.00 93.89 0.00 8.88 0.00 62.50 353.00
A 300.000 1562.00 97.21 O.OO 3.32 0.00 258.70 40.00
310.000 1562.00 97.83 0.00 0.52 0,00 128.32 35.00
320.000 1400.00 98.19 0.00 0.35 0.00 53.93 337.00
330.000 1400.00 99.98 0.00 1.30 0.00 66.91 296.00
24-A 11:2 PAGE
SECNO Q CUSEL DIFUSP DIFUSX DIFKUS TOPUID XLCH '
340.000 1400.00 101.47 0.00 1.49 0.00 56.40 303.00
350.000 1400.00 102.33 0.00 0.86 0.00 34.38 173.00
360.000 1400.00 103.35 0.00 1.54 O.OO 35.67 123.00
370.000 1400.00 106.37 0.00 2.51 0.00 75.81 218.00
A 371.000 1400.00 105.14 0.00 -0.23 0.00 56.21 22.00
372.000 1400.00 107.36 0.00 1.22 0.00 175.33 53.00
380.000 1400.00 107.70 0.00 0.34 0.00 192.98 78.00
390.000 1400.00 106.15 0,00 0.45 0.00 220.83 165.00
A 400.000 1400.00 109.14 0.00 0.98 0.00 71.97 145.00
410.000 1400.00 110,97 0,00 1,83 0.00 231,78 175.00
420.000 1400.00 110.72 0.00 -0.24 0.00 53.74 160,00
24-A 11:2 PAGE
SUMMARY OF ERRORS AND SPECIAL NOTES
CAUTION SECNO= 180,000 PROFILE= 1 CRITICAL DEPTH ASSUHED
CAUTION SECNO= 180,000 PROFILE= 1 MINIHUH SPECIFIC ENERGY
CAUTION SECNO= 190.000 PROFIL£= 1 CRITICAL DEPTH ASSUHED
CAUTION SECNO= 190.000 PROFILE^ 1 MINIMUH SPECIFIC ENERGY
CAUTION SECNO= 340.000 PROFILE= 1 CRITICAL DEPTH ASSUHED
CAUTION SECNO= 240.000 P80FILE= 1 MINIMUH SPECIFIC ENERGY
CAUTION SECNO= 280.000 PROFILE= 1 CRITICAL DEPTH ASSUHED
CAUTION SECNO= 280.000 PROFILE= 1 MINIMUH SPECIFIC ENERGY
CAUTION SECNQ= 300.000 PROFILE^ 1 CRITICAL DEPTH ASSUHED
CAUTION SECNO= 300.000 PROFILE= 1 HINIHUH SPECIFIC ENERGY
CAUTION SECNO= 371.000 PROFILE= 1 CRITICAL DEPTH ASSUHED
CAUTION SECNO= 371.000 PROFILE= 1 HINIHUH SPECIFIC ENERGY
CAUTION SECNO= 400.000 PROFEE= 1 CRITICAL DEPTH ASSUMED
CAUTION SECNO= 400,000 PRQFILE= 1 MINIMIS SPECIFIC ENERGY
24-A 11:2 PAGE
kkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkk
HEC3 RELEASE DATED NOV 76 UPDATED MARC 1982
ERROR CORR - 01,02.03,04,05
MODIFICATION - 50,51,52,53,54,55
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA
FORTRAN STOP