HomeMy WebLinkAboutStormwater Report - 201 SUTTON STREET 8/20/1987 (3) Appendix B
HEC-1 Analysis - 25 Year Storm
I FLOOD H'YDROGIFRAPH PACKAGE (HEC-1) U,S. Arr"M COIFS OF ENGINEERS
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FEMARY 101,31 i I THE HYDROLOGIC EENIGINEIRIIING CENTER
M,711MR, IA JUN RK fi 1 669 SECOND STREET
DAVIS, CALIFORNIA I 95L 16
i R!I,! DATE.
137,
TIKE: 12,211:04,10 i 4 (9161 551-17 43 OR (FTS) 448-32
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THE KF T NITIONS O VARIABLES ATIW- AND -RTIOR- HAVE CHAN13ED FROM THOSE USED WITH THE 19? STYLE INPUT STRUCTURE.
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CORITAINS NE14 OPTIONS ON RL AND BA KEGORDS., AND ADDS THE HL RECORD. SEE JANUARY I985 INPUT
DESCRIPTION FOR I-SW DEF It_jT T TjNl
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FULL MICRO-CO11M R IMPLEMENTATION
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H. A E S T A D M E T H O D S
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R1_4iT DATES iB/NN14H°I
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25 - YEAR STORH ° E(ISTIN8 CONDITIONS
KENNETH C CH - SUTON ST. PROJECT
RICHARD F. I;ANIHIS11KI & ASSOC:, HIT-.,
io OUTPUT CONTROL VARIABLES
IPRNT 5 KRUK CONTROL
'PLOT 0 PLOT CONTROL
ORAL 0: HYMGGMPH PLOT SCALE
IT HYDROGRAPH THE DATA
I;11H 1 hINUTES IN COMPUTATION INTERVAL
IRATE 1 G STARTING DATE
ITI1'E 0000 °;;TARTIHG T I i iE
Na 101 NUHBIR OF HYDROGRAPH ORDINATES
NDDATE 1 0 ENDING DATE
NOTHE 01% ENDING THE
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TOTAL THE BEE 117 HOOR'6
Emum ONIT:=
MAINAGE AREA SiWARE HILEr_
PRECIPITATION DEATH IPOE
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OSCAL 0. HYDROGRAPH PLOT SCALE
U DA S�8�lN CN�A�[ lSTlCS
T REA 0.)01 ��A,-lN AREA
PRECIPITATION DATA
Ypil ��HIS' R0 'STCHTi
.... 8Y�0'J5 ...... ............... TP10 ............... ........... TP-49 ...........
510 &MlN 61N0 20 JIK 61R 12AR 24H 2-DA 4-DAY 7-DA 10-DA
V.53 LVY �.Y8 2.5V 2.Y5 3.YV �.6V 5.3O V.N) V.(N V.V0 V.(N
STORM AREA 0.00
10 LS SCS 0R3 RUE
STHTL 114 lNlTIAL ADSTKACTlUN
CRYNB8 55.AV CURNE NUMBER
RTlMP O.00 PERCENT IMPERVIOUS AREA
120 SCS DlH[NSlONLESS UN[lGRA H
TUG 0.V5 LAG
**�
VALK EXE 0S TABLE IN LOGLOG 0101M7 10I667 24.VO0
NARNlNG in TlM[ lNTE8VAL IS GREATER MAN .29*LAG
UNIT HY0ROGRAPH
17 RDA-PERIOD ORDINATES
>. 5. 7. 7. 6. 3. 1 1. l. l.
V. V. V. V. V. 1 V.
Hl in us in Sit
HYDKOJS8NPHATS0TlON SUM
TDIAL RAINFALL = 2.J5, TOTAL LOSS = 2.29, TOTAL EXBS = V.V6
PEAK F014 TIME NAX(MUH AVERAGE FL0N
(CF-13) (H8) 61R 24-HR 721R 1.67'HR
11 l.12 (CFS> V.V 0.0 V.V V.V
(INCHES) 0.052 0.052 0.052 0.052
(ACT} 0.N3 0.V0 0.N3 V.ND
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6UD8A91N 8UN0FF UAlA
TA41EA i?,i,:') AREA
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P}; DEPTHS FOR 04ERUNT HYPOTHETICAL STMM
. . _...
511H 154i N 60-.i; 2 : 34_ 64R 11M _ ; M 41M 7 4t W AY
003 1M IM 2;50 2.9, ',90 4,60 5,30 0.00, [}:0 i 0.0 t?i?
STORM ANA = 1 410
16 LS S:ICS LOSS RATE
C,TRTL 114 1NIT1AL ABSTRACTION
CRIWBR 1100 CURVE NUM ER
RTIMP i;XO PERCENT MHRVIOUS (THEE;
10 UO SJ DIM9-611INLESS UNITGRAPH
TUG r?aO LAG
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VALE EDEN TABLE IN LOGL?OG 4,(}1667 (},0167 24XON(',
UNIT H`MOGRAPH
62 EIND-CIF-PER10D ORDINATES
(?. 4.
191 iH US -s3 $I
HYi?ROGRAPH AT STATION SUB2
TOTAL RAINFALL = 2-35. TOTAL LOSS = 2,29, TOTAL EXCESS = 4,06
PEAK FLOIi TIME MXli M WERE FL0114
(CFS) (HR) 6-HR 24-HR 72-HR 1,67-HR
14 1,45 Olm ow I:?;ii 10 0 0
I,.;MOL NIVE AREA c 4,N! JL Iii
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UNCHEM OX0 oxc oxt 0415
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RUNOFF SUMMARY
FLOW lN CUBIC FEET PEP, SECOND
TIME IN HOUR , AREA IN SQUARE MlLB
PEAIK. TIME OF AVERAK FLOW FOR VAX MUM PERIOD 8A.lN VAX lMUN TIME OF
OPERATION STATION FLOW PER 61MR HIER 72-11-11OUR AREA �� MAX NIAGE
HY008KAPH AT will 0.05 1.12 0.02 102 102 0.0V
HY0ROSRAPH AT 802 104 l.45 IN IN IN 010
? COMBINED AT TOTAL 109 l.37 O.0 3 0.03. V.0 0.00
Ha NORMAL [ND OF H[C-1 1*1
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FEBRUARY B81 THE HYDIRM ODIC ENGMEERING CENKR
REVISED 14 jUNI 85 609 SECOND STREET
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RU I DATE!
T I Ml�; 11:1'0* -1
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THE DEFINITIONS OF VARIABLES -RTIM.,':'- AND, -RTIOR- HAVE FROM THOSE USED WITH THE 1973-STYLE INPUT STRUCTURE,
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THE DEFINITION OF -AMSl,,l(,`- ON RH-CARD WAS CHANGED ',.!I Tq
R.� 1'�IFJ S DATED 28 SlEr' 81. THE VERSION RELEASED 31JAN85
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CONTAINS NEW OPTIONG ON RL AND BA RECORDS, AND ADDS THE Hi- RECORD. SEE JANUARY 19185 INPUT
E"SCRIPT MIN MR NEW DEFINITION"
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FULL MICRO-COMPLITER IMPLIEMENTATIO111
14--tershed PrM Features
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A. l-, S -11' A 1) METHODS
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FEBRUARY 19M i THE HYDROLOGIC EMMERM6 CRTER
REVISED 14 jM 85 i A 609 SECOMD STREET
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DATE� 08/20/10 $
TIME: 11:5=1 i r (916) 551-1748 OR (FTS) 448-3285 -i
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25 - YEAR STORM
KENETH CROUCH - BUTTON ST, PROJECT
RICHARD F, KAMIWKI & ASS01, MC.
5 IG OUTPUT CONTROL VARIABLES
iffill,-11-1 PRINT COINITROL
IPLOT 0 PLOT COlkJfROL
OKAL 0, HYDROGRAPH PLOT SCALE
IT HYDROuRAPH TIME DATA
lk"MM 1 MINUTES M COIMIPUTATMI�l INTERVAL
IRATE 1 0 RAW MG DUE
I T I ME 0000 'KARTIM TIME
tJllll 101 NIUMBER OF HYDROGRAPH. ORDINIATES
NDDATE 1 () ENDIt-16 DATE
NOTIME WN EHMG TIME
COMPUTATIOlki INTERVAL O02 HOURS
TOTAL TIME I:67 HICHURS
EMIGLISH UMITSi
DRAItIAGE AREA SQUARE MILES
PRECIPITATIOkIl DEPTH
LENGTH, ELEWTMM NET
Fwt!" CUBIC NET PER SECOND
STOIRAGE VOLUME ACRE-FEET, c
SURFACE AREA ACRES
T FE MIFFE R A T U RE D E G R E E 3 F AM E N HE I T
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OEM 0, HYMOBRAPH ROT SCALE
Qmmum mwup nufA
i1 8A SUBBASINCHARACTERlSTlCS
TAREA 0.00 SUBBASSIN AREA
PREC{PlMKl0ND0A
9 P DEPTHS FOR 04ERENT HYPOlHETICAL STMH
... IVDRE35 TP-0 TP49 ......
..
5A0 15-NIN MAIN 80 34R 64R >B0 2�0 VDAY 4DA 7-DAY 104A
V.5J \.VY 198 IN 2.95 310 4.60 5.30 V.(N 0.00 V.00 V.(N
STORM AREA 0 X
10 LS SES0SS RATE
6TKTL 104 lNDlAL ABSTRACTION
C R V NB R 9100 CU8VENUN0B
RTIMP 0.00 PERCENT lMPERVl0S5 AREA
LOSE HATE VARIABLES FOR SECOND OVERLAND RON ELENENT
STRTL 1.28 INITIAL ABSTRACTION
CKVNBH 611.00 CURVE NUN1B[R
RTlMP V.00 PERCENT IMPERVIOUS AREA
KINEMATIC NAVE
12 UK OVERLAND-FLOW ELEMENT N0. 1
L 15. OWERIL(IND FL0N LENGTH
S VANV SL0PE
N 0.150 ROUGHNESS COEFFICIENT
PA 623 PERCENT OF SU8BA80
13 UK 0VEKLANDfL0N EL8�NT NO. 2
L 51 OVERLAND FLOW LENGTH
S V.K00 SL0PE
N O.JVV RMGHN[SS COEFFICIENT
PA N.V PERCENT OF SUBMSlN
N RK MAIN CHANNEL
L 16. CHANINEi LB�TH
S 0.0100 SLOPE
N V.013 CHANNEL K0CIGHNBS COEFFICIENT
CA V.VO CONTR0UDNG AREA
SH,AP E C[RC CflANNEL SHAPE
ND 1.00 BOTTUM N}DTH OR DIAMETER
Z 0,00 SIDE &OP[
RUPST& NO RDUT[ UPSTREAM HY0ROGRAPH
s'i
VALUE 0CEE0S TABLE IN L0Gi0S V.V 667 0.01667 24 00000
COMPUTED KlNENAlIC PARAMETERS
ELEMENT ALPHA H UT (MIN) DX (FT)
� 1.4048 1.667 i.00 7.5V
2 0'.003 1.667 }.(* 3.33
3 Limb 1d0 I.00 0 X
is$ $to $It is$ $Is
HYDROGINAPH AT STATION SUBI
TOTAL KAlN�L = 2.J5` TOTAL LOSS = 0.98` TOTAL E'XCESS = 1.J7
PEAK FW'kJ l{IE MAXIMUM AVERAGE FLON'
(�':)') (HR) 6f0 24I0 7240 1.67-H0
V.7 V.YV (CFS) 0.l 0.) V.1 V.1
(INCHES) Lzw LA9 1.N9 1109
(ACF ) V.09 1019 V.N9 V.N9
CMULA DEAMA = 0.NNSQM{
H* us ill $*1 iu SH $W Oil su **l fu U$ H* ul on $11 on l" lu on *$$ too oil Ut oil *1* oil go* UI 3U $it i8l *9A'
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i7 KO OUTPUT CONTROL VA0APLES
lP0T J PRINT CONTROL
lPUK 0 PLOT CONTROL
UISCIAIL 0. HYDKOGRAPH PL0 SCALE
SUBBASlN RUNOFF DATA
\9 8A SUB8ASlN CHARACTERISTICS
NREA V.00 SUB8AS]N AEC,
PRECIPITATION DATA
9 PH DEPTHS FOR V-PE8CENT HYP0HETlCAL STOKN
..... HYDRO-M ...... ............... TP-40 ............... ........... TP-49 ...........
5-MIN 15-MIN MAIN 2-HR 3-HR 6-HR 12-HR 24-HI:,' 2-DAY 4-DAY 7-DAY 10-DAY
0.53 1 W i.98 2.50 2.95 J.YV 4.6V 5.3V 0:(0 0.00 V.00 0.N)
S0R AKA = 100
18 LS SCS LOSS RATE
STKTi l.28 lNlTlAL A8STKACTlON
CRV DK 6\.VV CURVE NtJMB[K
RllHP 82.0V PERCENT 11PLERYl8US AREA
20 U0 SCS DIMENSIONLESS UNlTGRAPH
RAG O.05 LAG
oll
VALUE EXCEEDS TABLE IN LOGLOG 0.VM67 V.VM67 24.ONO
WARNING g'*x TIME INTERVAL IS GREAl[K THAN .29*LAG
UNIT HYUR0RAPH
17 END-OF-PERIOD OR0lNAT[S
in tu Us to$ $to
93A.���� AT STATION �
TOTAL RAINFALL = 2.35, TOD& LOSS = 0.40, TOTAL EXCESS
PEAK FLUN T0E MAXlNUN AVERAGE F01
(US) (HR) 6-8R 24-HR 72-HR 0-HR
11 010 (CFS) V.V 0.0 NO O.(11
(lNCHES) 1.9D 1027 1027 L927
(A�FT> V.NN 0.00 0.ND 0.ND
no OR OR ul 9" 1" in on on M H: on in us us 9H VH in US ux us up no r4-
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1 0 PLOT MHTROL
USCAL 0-- HYDRDGRAPH PLOT SCALE
24 111• 'HYDROGIAAph, col Bill'AHOP-11
1 COMIF iffl IF -,E
2 tIUMBER OF HYDROGRP 3, TO COl'UM,
ITY'DROGRAPH AT ffflof�l DMIHILU
PrEAlf,". FLOW v 1 E MAXIMU'll, AVERAGE FLO14
(CFS) (HR) 64M 2 H 7218 I:67-HR
0.8 .').90 (CFS) M M (1:r' M
MCHEM 1371 1171 hul 1071
(AC-FT) 0 M2 QQ2 TM2 0.022
CUMULATIVE AREA , O.W0 60 HI
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I PRMIT FRUIT COKROL
IPLOT 0 PLOT CMITROIL
OSCAL 0. HYDROGRAPH PLOT 'SCALE
WDWMAM RDWMG DNA
28 RK KMEMATIC NNE STREAM RDUTMG
L 170. CHAVINNIEL LENGTH
8 omps ROPE
N 0.011--1, CHAMEEL ROUGHNESS !COEFFICIENT
CA 0,00 COrKIRIBUTING AREA
SHAPE CIRC: CIMMEL SHAPE
WD 1 00 BOTTOM.. WIDTH CYR DIAMETER
z D.DD SIDE MHE
in
'HARITHT, lWr) FAR THTS' R-RiN,
COMPUND KINEMATIC PARAMETERS
ALPHA M DT (MIN) DX {FT}
6,11H 6, 0;2 5, 81 0 0
WDROGRAPH AT STATION OMNI
PEAK FLOW TIME NAXRIUM AVERAGE FLOW
(CF�1) (HR) 6-TR 24AR 721R 1.61HR
NO 0.90 (US) 12 03 0a 12
OREM 130 1.365 11,365 1,365
(m-FD own 602 0 M2 0-022
C121MULATIVE AREA = OJUOU M-1
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IPLOT 0 PLOT CONTROL
0 S'C A L 0, HYDROGRAPH PLOT SCALE
N RU�
SUBBED S,DF F D AT A
33 BA SUBBASIN CHARACTERISSTICS.'
TAREA 000 WBBASIN AREA
r PRECIPITATION DATA
9 PH DEPTHS FOR O-PERCENT HYPO THET!CAL SSTOR'
HYIU-3-5 TPA',-) TP-49
5AN TIM Li?-MIN 2AR TAR 61IR 1244 261M 24AY HAY 74AY i0 11A
053 1A9 1 SO 2,50 2,95 -',,9i? 4,.50 5.30 (1 00 OrOO 0 00 .00
ROM AMA = 0 X0
32 LS SCS LOSS RATE
STRI W04 INITIAL ABORACTION
EDER %wOO CURVE NUMBER.
R,T i ri P 0,00 PERCENT IMPERVIOUS AREA
UINII
34 UD 'CS
S DIMEN.-SIONLESS I TGRAPH
RAG 10 5 L A'G'.
A"so
VALE EMEM TABLE IN LOGLOO 0,016-67 0 01667 24,0001'X)
WARNING got TIME INIERVAt. 13 GREATER THAN 29kAG
UNIT HYDROGRAPH
17 C MP.-A-iC-rCfj',Fih nQn 1 h!AT C
1 L A L A L E 1 1 0
1 1 1 1 1 Q I
sit 911 tit fig s1z
HYDRO6,RAPH AT (STATIM.' -U B
TMAL RMWMI = 231 MTAL LOSS 12; TOTAL EXCESS 2j2
PEAK FLOW TIDE MAXIMUM AVERAGE FLOW
C F (HR.) 6-HR 2448 72-HR )..61HR
0 90 (CF15) 12 12 0.2 12
HEM 21% 2,090 2MO 2.09,.j
Mu TOB 0.029 10:,,.)29 M29
CU'IULATIVE AREA = 0,000 SO MI
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(.'.'0 ROL VARIABLES
OUTPUT CUPTi
IFUIT PRMT CUMTROL
IFLOTI 0 PLOT C'OI'A,'Tf-,'DL
OCAL 1, HYDROGRAPH PLOT SCALE
HYDROGRAPH R0UTR-,'Gj DATA
38 RK KMEKATIC NNE STREAM ROUTMG
L 21, CHANEL LEMTH
0 0 SLOPE
W 0.013 CHAMEL ROUGHNESS COEFFICIEtff
CA 0.00 CRITRIBUTMIG AREA
SHAPE CIRC CHANREL SHAPE
W D 00 BO T T 0 M 1411 1 D T H 0 R D
L OM SIDE ENE
M
K"BEG' TIC STREAMI ROCITM23 USED FOR THIS REACH
COFUTED KMERAHC PARAMETERS
ALPHA 111'. DT (MID DX (FT)
MOM 1 j50 120 woo
Too $01 lot fig M
H Y D RO GR A PH AT STATID1 R S U-B-3
PEA,'.-". FLOW TIME MAXIMIM AVERAGE FLOW
('C'FS) (HR) 6-HR 24AR 721R 1,6T HIR
M 0;90 C F 12 0 a 0.2 12
I MCHES) 2,089 2 A89 2,(P 9 _,i GV
(AC41) 01:029 0.029 0,029 0.029
CCMULATIVE AREA = OxO,') M-I
us in in us on is$ ut us in in isi its $It 819 its $to $is lit ns is! its $11 no $11 it$ lit $Is his is$ $11 its 1$t
11131111"3l33
1 s
39 KK 1 DW62
afulsaus$u?
41 OUTPUT CON[ROL VARIABLES
I PRINT 3 PRINT CONTROL
1P1 OT 0 PLOT CONITROL
'ISCAL HY.-D"ROGIRA11"I", PLOT SCALE
42 11C Hr_ROGRAPH COME-8;INIATID11.11
I0,- 2 NUMBER 11`;- . TO COMBINE
,_r3
If 1 its 3qA Is 1 $lk
HYDROORAPH AT STA-11DIN.' D MI i
PEAK FLN4 TIME MAXMM WERE FLED
(CM) k HR) 6-HR 2448 72AR 1.61H•.
13 0.90 (US) 14 14 N 4 N 4
ummm 1 dw 1301 1,701 i.70I
iANT) 0 t 015i 0 05 1 0 05 1 0:015
CUMULATIVE AREA = 0,001 SO I'll
us on us u$ in its all $to on 1$3 is! $to $$I its no us on 91• in $11 in in on on on Ali us us us us us l .
flnisulf"li
43 KK 1 RDNH12
1
45 KO OUTPOT CONTROL VARIABLES
1 PRIT 35 PRINT CONTROL
YLOT 0 PLOT CDN'T RIDL
0 SC A L 0, HYDROGRAPPI PLOT 'SCALE
HYDROGRAPIH ROOTING DATA
46 RK KINEMUC HAVE BERM RMIMIG
L 51 CON EL LEN
3 0,0100 S L Of"E
NIT
111 0,013 CHANNEL ROUGHNESS COIEFFICI EL,
CA 0,00 CONTRIBUTING AREA
SHAPE GIRL: CHAININIL SHAPE
t,-!D 1.2 BOTTOM 411DTH OR DIAMETER
7 0,00 SiDE SUE
3 s
KlNBNTlC BERM ROUT0G USED FOR THUS REC
COMMID KlNENA lCPARAETERS
ALMA N DT (mm) DX of)
6.4190 Lo0 10 2100
oil OR Ro Hs 11 I�E
HYDRDRAPH 9 R0lOW RNP2
PEAK FLOW TINE HAXlN11UH AVERAGE FLOW
<O�) (HR> 6�R ��HK 72�0 L6TH
L7 0.90 (US) 14 14 0.4 0.4
(0CmS> L@W l.699 L699 1Z9
0.0 55 1 0 1 5 l. O.05 0:05,
021HUL0Ilk AREA = 0.001 SONl
ut 3H u* *u *H sit H1 11* OR OR "I 9H $*1 1" "1 W* fu Olt ut 9H OR *u in 111 l* us $H fu ut $01 ut H9 H11
47 m 1 SW �
19 KO OUTPUT CONTROLYAR0BLS
lPRNT 3 PRINT CONTROL
IPL0 0 PLOT CONTROL
OSCAL V. HYDROGRAPH PLOT SCALE
SUk8ASlN RUNOFF DATA
5l 8A SU80ASlN CHARACTERISTICS
TAREA 0.00 SU8BAS1N AREA
PRECIPITATION DATA
9 PH DB`THS FOR V-PERCENl HYPUTHETlCAL STORN
..... HYD0-35 ...... ............... TP-4V ............... ........... TP-49 ...........
5'NlN l5-MlN 65NlN 2AR 34R 64K 12-HK 211-H 2-DA 4-0R 7-DAY N-DIAY
V.53 1.09 l.98 2.5V 2.95 3.9V 4.60 5,30 V.00 V.00 0,00 V.(N
STMM AMA ` 0.00
50 LS S03 LOSS RATE
S0TL 104 lNDlAL ABSTRACTION
0%.qIBR 98.00 CURVE NUN-PER
87lNP 0.00 PERCENT lMPERVlOUS AREA
LOSS HATE VARIABLES FOR SECOND OVERLAND FL0N ELEH[Nl
STRTL 1.28 lNlTlAL AOSl8ACTlUN
CRVN8R 6LVV CURVE KUN8ER
RT)MP 0.00 PERCENT IMPERVIOUS AREA
KMEHATlC NOE
52 UK 0VEKLAND-FLON ELEMENT NO. 1
L 2JV. OVERLAND FLON LENGTH
-FFICIENr
u,150 ROUGHNH�S r,*Olc
Ah-LJi PERCENT 1101r SUBBASiIN
50 OVERLAND-FLOW ELEMENT NO. 2
L 21 OVERLAND FLOW LMMq
S QW00 SLOPE
N 13M RWGHNESS CE91UMT
A 5-4,0 PERCENT OF SUBDUSIN
54 RK MIN CHANNEL
L 66, CHANINIEL LBIGTH
8 oxwo SLOPE
N TW3 CMNNR ROU10515 COEFFICIENT
CA O00 CONTRIBUTING AREA
SHJRPE CIRC CHANNEL SHAPE
Ely) 1.00 BOTTOM WIDTH OR DIAMETER
z 100 SIDE SLOPE
RUPST Q (•d0 ROUTE UPSTREAM HYDROGRAPH
1 Ht
VALUE EXCEEDS TARE IN LOGLOG OX1667 O 01667 24,00000
CONFUTED KINEMATIC PARAMETERS
ELEMENT ALPHA M DT (MIN) DX (FT)
991-,1 1,667 1 7 Cc) 16:4,--,
2 0,V617 1,667 i,(H) 10
3 6A H6 I:2 O 1 X0 1-11.01"')
ill Us its "t 8 1
HUROMAPH AT SMMN R j-H I
TOTAL RAINFALL = 2:1 MUL LOSS = !a% MUL EKES = 116
PEAK FLOW TIME MNIMUM AERAGE FLOW
(CFS) (m) 61R 2448 72AR L65HR
17 037 (CPS) 12 12 62 02
I NIC-11TE I'll) 0 I-K,0 0,`f 0 OJ20 0 920
(m-Fn omo ox2B &No 0.028
C.U IN U L A T I V E ARE); = 0,0)1 SO P11
in ou us 111 ou is$ us "I hu in its $it 1H tot $$$ $$$ is$ its its U$ $it $H us us hu in "I us us us 8" 1" sit
t"SHU"I"i
55 KK 1 sum
57 KO OUTPUT CONTROL VARIABLES
1PRNT
1 7, PRINT CONTROL
ROT 0 PLOT CONTROL
O'DiC A L U. HYDROGRAPH PLOT SCALE
SUDIIAMN RUNOFF DATA
59 BA SURASIN CHARADERMICS
TAREA OAO NBUSIN AREA
PRECIPITATION DATA
.... HYDRO—:=,5 ..:... :.:......:....: TF'AU .::.....:,:.:.. TP 4'7 .,:..,..,..
1-I'! WIN WIN '.�1R 31R r IR H- ..7` '!"",i1�t! -j ' 7-DAY i1_If�t'i
WIN !:!".I.f. °il_i. °' 1.1. 1711 11111 i. °�... �::=) e ii Lril 'iuZAi r AI 10—DAY
IM 1A9 110 _,=i;) _.% 310 4:60 5,.;1111 0,00 NOO 0.(1) 0.0'11
STORM NA - -j
50 LS SCS LOSS RATE
STFIL 104 INITIAL ABSTRACTION
CRWBR WO CURVE NUMBER
r,Tlldr 0,00 PERCENT dMuEh1If.,U.� AREA
GJ.o nhEE VARIABLES FOR SECOND OVERLAND hLL4 ELEMENT
STRTL 1.'8 INITIAL ABSTRACTION
CRVN?R 61,00 CURVE NUMBER
Rrimp 0400 PERCENT iMPERV)OU, AREA
KINEMATIC !SAVE
Lev UK YERL tIN F tl:" ELEMENT NO
L 85. OVERLAND FLOW LENGTH
S 0.0100 SLOPE
N, 0.150 ROUGHNESS COEFFICIENT
PA 7.—.',-.0 PERCENT OF SUBBASIN
61 U,. OVERLAND—FLOW ELEMENT HO:
L ''_I: ii":iE�i1 A°�r! `'LLIN L EP 0
1��i;r. r
j 00 100 SLOPE
N i},',M ROUGHNESS COEFFICIENT
PA 2710 PERCENT OF SUEBASIN
=_r RV. MINN CHA VET
L 14. CHANNEL LENGTH
S O TWO SLOPE
,11,111 J CHANNEL ROUGHNESS COEFFICIENT CA 10,00 CONTRIBUTING AREA
SHAPE CIRC CHANNEL SHAPE
NO 1:00 BOT TO11 I4IDTH OR DIAMETER
0.00 SIDE 'SLOPE
RUE'S T O NO ROUTE UPSTREAM REAM HYDROIGRAPH
too
VALUE EXCEEDS TABLE it! L OiG' OG NO1667 NO1667 34,t){}!OO
CO--PLTTED KINEMATIC PARF,METERS
ELEMENT ALPHA M DT (MIN) DX (FT)
_Ni<<<2 J '.6r i.00 13,ia1
{i
2 041967 1.667 1.00 2,06
6AN6 1 a _X0 7 A
H`7DROGRAPH AT STATION SUB5
TOTAL RAiNFRL = 20"], TOTAL LOSS = 0.765 TOTAL E.;L:ESS = 1ffl
PEAK FUN TIME MYi;; M 111'11 )iU.''!7 UN
(US) (H ) 6-HR 2 4 NR 72 AR i.b Hn:
16 010 (CFS) O, I 11.11,E Ni (}:i
i IMICHES) 11:46 1.465 1.465 I A6`
(AL'—F(} NOR 4i,Ei17 ti OR TN7
CUMULATIVE AREA = 111.10x)1) SO HI
` s - _ - =� _ all 'ii us u lu " oat log - ' sit $91 iii 19 - -' '- sit-� --r :.Y ::. r;Y :.; ;:: :s� -:- -=� ... fir, .,, :-� r-- r.= ::. a�- rt= �h� :rr r,- ::. r} Y,�= -:r �a; T=, r.. _�.� ��� �,r ts
63 W 1 RM13
65, KO OUTPUl COINITHOL VARIAD!-E---,,*
!PRNT .3 PRINT CONTROL
1 P LO T 0 PLOT CONTROL
C3SCAL 0, 1HYDROGRAPH PLOT SCALE
66 HC HYDROGRAPH COHBitliffl
I C 0 r.-P 3 NU'NBER OF HYDROGRAPH.S) TO COMINE
- 1H,
sit 199 HI H$ 2
HYDROGRAPH AT STATION MlHrt-�
PEAKFUN T I NE [4AXINUN AVERAGE FLOW
f CID
OHR) 64R 21-HR 72iM 1 WHI,
21 030 (US) 17 Q( k 7 02"!
(INCHEM 1 3B 1 IN 1 M9 1 K9
W u 10% Tom WW6 0.096,
CUNIULAT I VE AREA = 0.001 SO N!
"I 1H $u in us a" in us us In "t no in "t on in on Hl 8" HS 1" H$ on H9 ou in us in lu "t us Hi
allus"Hiul
$
67 W 1 Go
$
69 KG OUTPUT CONTROL VA.5.-JABLES
IPRNT 3 PRINT CONTROL
F Pl
-OT 2 PLOT CONTROL
0S
CAL 0, HYDROGRAPH PLOT SCALL,
HYDRO GRAPH ROUTING DATA
70 RK KNEW NOE SEEN HOWING
L 31 WEL LENWH
9 oxwo RWE
N 0t 01'_3 CHANNEL ROUGHINESS COEFFICIENT
CA OcOO CONTRIBUTINfE, AREA
SHAPE GIRL SHAPE
14,11, 1;tO DITTON WIDTH OR DIAMETER
z 100 SIM SLOPE
"i
KINENATIC SHEAM ROUTING USED FOR THIS REACH
COMMED KINEMHC PARNEERS
AI"IA H R T 1 ml','i"!'. BY 1 P T I
6,570 170 K 250 MO i00
HYDRD'L,'Ll,',AiH,.l Al STATI MIN OUT
PEAK FLO'W TIME MINIMUM AVERAGE FLOW
(CFS) !m) 64R 244R 72TR 1.6KHR
19 030 (IM 17 17 03 0.7
(INMES) is II is I I US
WD OAM ME oX% N096
CUMILT V AREA = «9! g HT
STATlOf-I OUT
0 I�RON!, (0) OUTFLOW
TWO VMN O.0N 100 W0 24N 2M* 2.0N 3.3N V.NN VON V.NN 0.N0
DAWMHMB
10NN -------.--------------------------------------------------------
'------'-----'------'
lNNi 21 . . . . . . . . . . . .
I0V0 3l
10003 41
1O0� 5l
1000 61
N0NUl . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ` . . . . . . . . . . . . . .
NVU 12.l
10012 13.l
10013 14.l . . . . . . . . . . . .
lND4, 1511
10015, U`.l . . . . . . . . . . . .
10016 11.0
NVD 0. l . . . . . . . . . . . .
N00 19. l . . . . . . . . . . . .
N019 20. { . . . . . . . . . . . .
1002 21. Ol. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
N01 22. l
10022 23. l
M23 24. l . . . . . . . . . . . .
N024 25. l
10102 26. l . . . . . . . . . . . .
1002L 27. I
10027 28. I . . . . . . . . . . . .
0028 29. l
10029 3V. l . . . . . . . . . . . .
100,30 31. . . l . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
1003 32. l .
1O02 JJ. l . . . . . . . . . . . .
NVJ 5 36. l
100-36 37. l.
1003 31
00.70 39. .l
N0 40. . 0 .
00o0. . . . . . . l . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ` ^ .
NV \ 42. . l
110042 43.
10 0 4 ll� 4 l
10044 41
0045 46.
0046 47.
N047 48.
10042 49. . . . 0
004 50.
005 0 51. . . . . . . . . . . . . . . . . . . . . . . l . . . .
1005 52. . . . . . Ul
\00� 5J. . . . . . . 0 . . . . . .
N053 54. . . . . . . 0l. . . . . .
101 00 55. . . . . . . . 0 . . . . .
10055 56.
`o � �n
1010 7 C18
100-59 60. Ii1
IO1 061: , , - . = x . . . , . . . - . . . . . . .I: . . . . . . . . . . . . . . . . . a , : , , , .
1 0 1 Q 1 62: IQ
101071 64, 10 x
101.04 65.
I
i0105 46: i
1W06 67. 1,
10107 62 I
Ilylr}i 59. lil
]]{
101110 i
IC,I11 72. I
10112 -1 I
I Ell 1 34; Ili
y'.'AH 71
1u11�t C
IL.
10116 77.
10117 78 L ,
WiIss 79, I
IN 19 OT I
10121 82, I
10122 a3. I
16123 4: 11J
10124 '__t, I
101:25 86. 1
114127 88. i_
10129 94. I
1111:4 'i1. :I. : , , x , , xx .
101311 92. i
-- n I
101?_ 94. f
10',34 95, I
10135 96 1
-0 y3,6
99:
iN19111(;, 1,
14140 101 e--------I:-------------------- --------- -.------__ ---__-_-_-- __-_-_ -_ -----------------------_
RUNOFF SIRRY
FLOW! lNC0IC FEET PER SEGUND
TlNE IN HOURS, ARM {NSMARENlUS
PEAK TlN[ OF AVERAGE FLOW FOR MA%lHUM PERIOD BASIN NAXlMUM TlHE OF
OPERATION STATION FLOW PEN 64OUR 260UR 72-HOUR MR STAGE MAX STAGE
OMMORAPH AT SU0 167 010 V.14 0.14 V.14 0.DO
HYDROGRAPN AT SUBJA V.V9 190 0.02 V.0 V.0 C);0C)
2 0HBlNEU AT D0411 V.77 0.Y0 0.16 V.16 11").l6 0.V0
ROUTED TO RDNH#1 177 040 V.)6 116 116 0.00,
HYDRO0RAPH AT SU83 016 0.90 V.2l V.2l 0.N 100
ROUTED T0 RSUBJ 195 010 0.2l 121 121 V.00
2 COMBINED AT DF1.11412 132 050 007 V.37 007 101 C,
ROUTED TO Rlb MH#2 131 V.9V 0 V.37 1 J7 100
HYDR0GRAPH AT SUN 031 017 121 121 1 2l 0000
HYDROG0APH AT SUM 016 V.90 112 W 112 V.00
J CGHOlNED AT D103 2.9l 0.90 V.70 0.70 V.70 0.00
ROUTED TO OUT 2.90 010 170 030 030 100
$33 NORMAL END OF MC-I SH-1
Appendix C
HEC-1 Analysis - 100 Year Storm
___ a ke ' =
.°-r �-. R-Fr°�aer:•!rF @:@ 3`'`r,',ix
fi .+
1 FLOOD _U PH ijAGE (END U.S. MIN CORK, OF ENIGI E.. S
JJ t'EN(R�lAn; i'li�l � '< THE i�IL-I;,DeE};Gif: Fr{i�Ii,ccnl��" r:Ei�ihn
. IIL.I:IRD 14 '� N Lv 3 4 jfr't SECOND STREET
6
r ON ME: Oht'%i/19 % r
3 TalIC: 120:17,62 1 196r 41°040 OR ITM 40-3H5
SmalI Watershed Printout Features hestad I'thuds On 75-1-i,U6 a
ace 3's{F°_q £ s>;.T 't, , f°��g� ry ) cE i.E it °q AR A Tif i 2 °rLk—°=}�'r v�'d.c3i��.�'a
h x ,{XXXX x x Xl'X XXI,x A
x :, x h h n1,
1 )i X x h
:tXxx"'kXX lxXX' n,�}A% t,
% x k x z
h x ""XXxX"."x 1XXN xxx
THIS PROGRAM REPLACES ALL PREVIOUS RERr ON_ OF VIENI KNOWN (IS YL" (JAN (?}{ HE I GS{ H[CID,'l( AND H_C IK14
e
THE DEFINITIONS OF SRi�� d `RT ''- AND - iiR- HhE J:?4AI r° FR ON "HO' USED WITH THE 11973-STYLE IflLI jlRd_i UILRI-E--
,
THE E It I!_ t OF "f S:,- ON f`-lHn) ,4F ! • � WITH REVISIONS Dilr!.r t 28 5EC 81, c t c M i' RELEASED M 05
CONTAINS NEW +WHONS ON RL AND 8ta RKORDS, AND ADDS THE HL RECORD, SEE JANUARY 1985 INPUT
DESCRIPTION FOR NEW" DEFINITIONS.
FULL N I CRit-CO IPU T ER IMPLErIEN T RT ION
Sftlali Watershed Frith Features 1.0
H A E S T A D METHODS
y% Brookside bad $ WaterC4! Y, (;nnral_tirlti 0008 , (20) M5x-1666
HE 2 INPUT PEE !
U3 M--Iz ..2. .-2.-.A—a �k �% % .Jo
! m WE YEAR M - RMENG §«_
2 G .«9CR - SITON y. RBA a T
l 3 gel 2 C KMMSKI » §«e !E.
i IT !
§ ± §
& C SMI
7 @ 'AKA ! M6 2
a % ;
9 e k@ 13 xa \: \u 47 it Sf
G G 5
U y .ON90
2 J .6
S % hut :
R e SUPAREA 2 0,9 2
G m ;
G 3 y
P M .0080
g @ .S .
A G 7fE
» M « RL § g 2
a 2 ;
J 3 Z
3 2
-,--�`t r---� -�2----- �,-,— -i
� c - A a a
A4, q.x 7-4�,4,.� HUZ 4
U.S. ARMIN UPS 01 Of MEM
FEBRUARY 1981 -Ht*" HN YDROLOG-C EN211NIEERIN'G L",NIr ER
F. i 609 SECOND STREET
REVISED 14 JUIN 85
Kj16
DAVIS', CALIFORNIA 9
I JO
Rt DATE: 1)8/*'0/l98-7
T 1 rl E: 12 J!I7. 1-17114 A (FT" 4`8- 5
Sm ell Vatersh-od llrintaul� Feabires 1 li-a-estad Method-, (2/0D 7551-1666
100- YEAR STORM - CONDITION'S
11-01, ETH CROUCH - SUTTION ST. PR-'OjEC-1
RICHARD F. KAMINSKI ASSOC', INC.
5 10 OUTPUT CONTRAL VARNIBLES
IMIT 5 PRINT CONTHIL11,
IPLOT 0 PLOT 00111 RIJI
L
QS-CAL 0, HYDROCRAPH PLOT 'GALE
IT HYDROGRAPH TUE: DA T A
I
NNII T N 1 MINUTES IN COMPUTATION IINTERNAL
IDATE 1 ii STAR T I jk.jr, DATE
r
ITIME 00C)il 00C) STARTING T 1 M f
"a -101, NUMER OF HYDROGRAPld ORDINATES
ND D A T E 1 0 rrNDIf.i'C, -DATE
NDTIME 1;110 E N D M,G T I Mic
COLT-INATININ INHERVAL 0602' HOURS
T
IOTAL IME BASK 1,6 MURS
ENGL I S111 U Pj I T C.
I
br,Ajt.LAC..E AREA SMARE t-11ILES
PRECI P ITA i 10NI K! FT 1 M 1-1c'
LENGTH, ELEVATIFN FEET
FLOW CN-1111C FEET FER SECOND
ACRE-FEET
STORAKE VuLUP-lk- HFE�
U RE A C E AREA ACRES
TEMPERATURE DEGREES' FAlqR'Er.jHFIT
1.,� g, .4
t�jf 14� *.* $.x
YM ��A Aq, A �-�E ?,
T,S* tH4
8 K0 OUTPUT CDNITROL VARIABLES
TD CONTROL
u PRINT PRINT L
IPLOT 0 PLOT C011NIT,ROL
FISCAL 0. HYDROGRAPH PLOT SCALE-
C-Iffirlf".1hi vllwn— olly.-A
11 DA SUBBASIN CHARACTERISTICS
TAREA OXO NBBASIN AREA
PRE C 1 P11!TA T
II
fl D A I
9 PHI DEFF-IMS' FON 0-;"ERCFN1 HYPOTHETICAL STORI'l
HYDRU-35 --t rlrl-4() TP-49
51IN 15-HIN MAIN 24R 34R 6-HR I 2-HR 24-HIR 2-DAY 4-DAY T-DAY 10-DAY
0 3 A 10 430 5.45 640 0.00 0,00 0 (K� 0 J00
MMM AREA 4 0X()
10 LS BEG LOSS RATE
STRTL 1,64 INITIAL ABS TRAC TICII�l
CfA'VW-RR '55.00 CURVE PiUIMIPER
F.'T'l HP 0,00, PERCEWT MIPERVIOUS AREA
12 U-15 SCS Dlt-El�i"SIONLESS U W!T G R A PH
TL AG 105 LAG
VALUE EXCEEDS TABLE 1W LOGLOG t 01667 (Inn ::S 24.00000
WARWNG Us TME 1WER4)AL IS GREATER TMN .Ns. AG
I'INI
IT HYDROGRAPH
17 EE•11D-Orr-PERIOD CIRDItIfflIES
L 1 L L L 1 A L L 1.
1 1 1 1 1 1 0,
1 Is I H it$ its its
HYDROGRAPH m SwmN SUM
TOTAL 5A A__ -32.06, TOTAL LOSS 2.83,5, TOTAL EXCESS = 0,21
PEAK FLOW T I iL-- HAXIINUll AVERAGE FLOW
(CFS) (r-11R.') 6-11R 24-ldR 72-HR 1,67-HR'
62 1&2 (um 11 11 Q 1 0 I
(1KHES) 0.1w w1w 1197 1197
(Kfp low tint 9 IN9 OX05,
CUHIULATIVE AREA = O,001 Sul WI
us us In no in 1" us in in IH Hs in Hs in rmm Ho in its in in us up us on on SH HS in us SH us in in
13 KK 1 SUN i
luum"lls's
15', K 0 OUTPUT CO."ITROL VARIABLES
1PiNT .3 PRIPIT CRITROL
1PL1T 0 PLOT COWTRO".
OSCAL 0, HYDROGRAPH PLOT SCALE
SHNSIN RWOFF DWA
'I ARE A 0001 M
�
"N r!
rR-(WA-i tJ,TA�r,I DNA
PH DEPTHS FOR ;i rrjj{.CI'+I HYPOTHETICAL{i:!`l_ S Ofll!
::... MDR135 , :.:::.:.::::::. IN°iii ..:.::..::....: •:.......:. il•'..jCA
. _, 15 TIN !Aas ` R 34; 64P UIR )4_)R 2-DAY 1_rr -1 il 10--DAY'
STORM AMA 0.00
16 LS SCS LOSS RATE
?IltR 114 1NITIAL ADURACTIOlil
CRVWBR° 5100 CUBE NUN ER
180 =gym I)HEMllJj'tL E S WHO APP,
TUG 000 0 LAG1
toy
VALUE _{,EEUJ TABLE ir'; L_rL'G 1,f{A u1 67 0,01 667 24:0000f)
Ulk11T !HYDr`OGIR-trr'
�.l url�rr r{
1), O;
HYDROGRAPHI AT ETATIOt4 F-,IiFt
,; _ - • _
II�Tr�L h°A11'.rN!_ - •?.115, TOTAL LQ.,!; = M,�'�J, TQEt;i_ E,{F'R ; - 0.21
PEAK FLOW T 111"Ec iil4;iii'm AVERAGE ROW
iCm ;ir! 6+R 2+ nR %'- R ,, i-hhh
HEMS) OAR 114 O.IR 0.151
(AC-FT) O007 0.007 0 OJUIN
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,.M ;jl: CfY1?n{liii';;NPH :i.IVnihAil!(,
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f—CA'K FLOW g±ME MAY!I MIUM C
AVCR '- FLOW
L IO
(U K I)
DDICS) «17-1 0.177 77
(ANT) k96 0,C)IL MIJ
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M -1 Nrc AREA, = 01:002' S"O PH
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IF IN H AREA�A }N SQUARE MlLES
PB� TIME OF AVERAGE FUN FOR MAXlMM PERIOD PA8lN MAX[MUM TlNE OF
0PEKATlUN STATION FUN P[AK 6'HOUR 24-00H 72-HOUR AREA SUE MAX STAGE
HY0ROG APH AT SUB! 0.20 112 0.07 0.07 V.07 0.0 11.11
HYD8OGRAPH AT SU82 V.14 113 005 0.05 V.05 1010
2 COMBINED AT TOTAL 000 W V.12 V.\2 V.>2 V.VV
1" NORMAL END OF KEC-i 1H
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FEBRUARY 1981 THE HYDIROL�CMIC ENGWI 1EERING C-EN ER
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IPRNT `., PRINT CONTROL
IPLOT it PLOT CONTROL
___•.1L :1, ftYL'!SIIGR.f?Fl5 PLOT SlF?Lt
IT HYROGNPH TINE BATA
i',EN 1 MINUTES IN COMPUTATIOr'. lNIERVAL
INTE 1 0 UNHING DATE
ITINE Jtiii
STARTING TINE
id0 lii I1rBER OF n
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NONE I ) r ING Bull
NC>T INE 010 EHING TINE
COYMIFUTATION INTERNAL U U,2 HiL!RS
MEL TINE BASE 111 HWR'S
Ei?GL15H Lei'M.,
DRA 11`IAGE AREA SQUARE !1 I L'c'
PRECIPITATION DEPTH III;DES
LENGTH, ELEVATION FEET
F! A CUBIC FEET PER SECOND
STORAGE VOLWE ACRE-FEET
SURFACE AREA ACRES
TENPERATIJRE DEGREES FAHRENHEIT
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IPRNT 3 PRIPIi CONTROL
IP!ill I_t PLOT CONTROL
O=CAL 0, HYJROGRAPH PLOT SALE
U BA SUB8ASlNC�R��H�STlCS
TAREA O.VV SUB8ASlNAREA
PR[ lP{TUlONDNA
9 P DEPTHS FOR TTERUNT HYPOTHETICAL ST0
... H�RUm .... ......... TP-4 ........ ........ TP-4 ......
5TIN 1540N 6�NlN 2-HR 3-HR SIR 12-H8 24-H 2-DA 4-DA 7--DA \V-DA
014 1.34 2.48 130 3.0) 4.70 145 6.4V V.VV 100 V.(* V.V0
UMM AMA = V.(0
10 L9 SCS0SS RATE
STRll V.V4 INITIAL ABSTRACTION
CRVNBR 93.00 CU@VENUN0B
0lMP V.V0 PERCENT lNPERVl08 AREA
LOSS RATE VARIABLE.';- FOR SECOND OVERLAND FLOW ELErIENl
STKTL 1.28 INITIAL ABSTRACTION*!
CRNBR 61.00 CURVE NUMBER
HTl Hill P V.V0 PERCENT IMPERVIOUS AREA
KlNENATlC NAV[
12 UK 0V[0-AND-FLOW ELENENT NO. i
L 15. OVERLAND FLOW LENGTH
S V.0VV SLOPE
N 0.1 5V ROUGHNESS COEFFICIENT
PA 62.V PERCENT OF SUB8ASlN
\J UK OYE8LAND-FL0N [LEHENT N0. 2
L 51 0YERLAND FLOW 00TH
S V.000 S0PE
N 0.---,00 ROUGHNESS COEFFICIENT
PA 38.0 PERCENT OF SU8BASlN
14 RK HAlN CHANNEL
L l6. CHANNIEL LENGTH
S 0.010V SLUP[
N V.VlJ CHAMNEL ROUGHNESS COEFFICIENT
CA 0.00 COINITHl8UDNG AREA
SHAPE ClRC CHANNEL SHAPE
NO 1 N U0TT01i'll NlDTH OR DlAHEl[R
Z 0.00 SIDE SLOPE
KUPSTQ NO ROUTE UPSTREAM HYDRUGHAPH
$*�
VALUE EXCEES TA0I IN LOROG 0.V1667 V.01667 24.V000
COMPUTED KlNENATlC PARAM[TERS
ELENENT ALPHA N DT (HlN} DX (FT)
1 1.4048 1167 1.V0 710
2 V.803 110 1 X 415
J 11046 LaW L00 8.0V
UI its Uo *H u-i
HYDOGRAPH AT 5WlM mlql
TOTAL RAINFALL = 3.O6` TOTAL LOSS 1,165 TOTAL EXCESS = 1.90
PEAK FLOW T I NIE NAXMM AVE �EFLOW
(��) (HR) 6 24f0 72-H .67-HIR
18 010 (CFS) 0.2 0.2 V.2 0.2
< NCHB> L8N 1 N 180 100
(K-F > V.%@ V.%Q 0.06 0.06
C0�L00EAREA = V.NNSQHl
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15 1 S0BA T
0NUHU iHiH
17 KO OLTPUll CONTROL VAR.IABLES
lfFIRN 3 PRINT CONTROL
!PLOT O PLOT CDNl0K
QSCAL V. HY00G8�1111 PLOT SCALE
SUB8ASlN RUN0FF DATA
19 BA SU8BASlN CljAKACTERlSllCS
TAKEA 0.00 SU8BASlN AREA
PRECIPITATION DATA
Y PH DEPTHS 08 0-PERCENT HYPOTHETICAL STORM
.....
HYDRO-35 ...... ............... TP-40 ............... ........... TP-49 ...........
51lN 15-M\N 6V-MlM 2-HR 3-HR 6f0 12-H0 2HR 240 4AY 7AY 104AY
014 IN 2.48 3.30 3.80 430 5./5 6.4V 0) V.(N 0.00 V.(N
S0RNANA = 0.00
18 LS SCS LOSS RATE
STKTL 1.28 lNlT]AL ADSTRACT0N
C0MDK 6l.00 0RVE NNIMBEH
RTlMP 82.00 PERCENT IMPERVIOUS AREA
20 U SC3DlMEENSl0&ESGUNDORAF-114
RAG 105 LAG
0&UE EXCEEDS 0BLE IN LOGLDG 0.0167 V.Vl667 24.0V0VV
WARNING us TIME INTERVAL is GKEAl[R 0AN .29*LAG
UNIT HYDROGRAPH
17 END-OF-PERIOD ORDINATES
us *" *" u* H;
HYDROGR",'PH AT STATION SUrq3A
TOTAL RAINFALL = 3.V6` TOTAL LOS = 048` TOTAL EMUS = 218
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
(CFS) (HR) 60 24-HR 721R 1.0-HR
0.1 010 (CFS) O.0 V.V V.0 V.V
(lNC H[ ) 2.5N 2.5D 2.53 2.5D
(AOF ) V.NN 1004 0.N)4 0.W",
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2.3 KO OUTPUT CONITROL VARIABLES
IPRNT 3 FRINIT CONTROL
!PLOT PLOT CONTROL
OSCAL O. HYDIROGRAPH PLOT SCALE
HC HYDROGRAPH COMIBINATICIN
ICOMP 2 NUINIKER OF HYDRURR.APHS TO COMBINE
SU
in in in in "I
HT.'DROURANH AT STATION" DINNI.
PEAK. FLOW TIME NJAXIMUM AVERAGE FLOW
(CFS) (HR) 6-HR 24-HR 72-H R
0:9 0.90 (CFS) O2 O2 0.2 0 4 2
(I PI I Am I Am !A2 1:8!
(AC-FT) 0 0-30 0.030 0:0-110
CUNULAT VE AREA = 0 t 10,1)0 S.Q Ma
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1PRNT .3 PRINT CONTROL
IPLOT 0 FLOT CONTROL
OSSCAL 0, HYDROGRAPH PLOT SCALE
P.YDru(')rX,,"N ROUTIING DATA
288 RIK. WAVE STREAM ROUTIt-16
L 170, UANINEL LENGTH
O,01(n) St 0 F-E
N 0.0i3 CHAN411L ROUGHNNESS COEFFICIENT
CA }).00 0TRIBUTINIG AREA
SHAPE CIRC CHANNEL SHAPE
14D I.(),0 BOTTOM WIDTH OR DIAMETER
2 100 SIDE RUE
CO.'i P0 E8KlN�A }CPARA ETEER'S
ALPH H 0 (H0) D.( (FT)
6.l�lb \Z50 V.25 85.V0
ut Ho is! 1�
HUMBRAPH 9 SUlN
PEAK FLOW TIME MAXIMUM WEEK F0N
(US) (HR) 60 24'HK 72+0 L6KH
03 010 (US) V.2 12 V.2 02
HEMS) 18M LAN 1074 1011
(W-F ) V.K0 V.KN HMO 0:NO
C0MULATlVE AREA. = 0.00 SO Ml
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31 KO 0DPUT EDN"IROL VARIABLES
lP0NT 3 PRINT CONTROL
lPLOT V PLOT CONTROL
QSCAL V. 111YDR0RAPH PLOT SCALE
SUB8ASlN RUNOFF DNA
33 8A SU88AS[N CHARACTERISTIC",
TAREA 100 SUB8AS0 AREA
PRECIPITATION DATA
9 PH DEPTHS FOR 0-PERCENT HYPDTHETlCAL STORM
..... HY00-J5 ...... ............... TP-40 ............... ........... lP-49 ...........
54N >5'NlN 65NlN 2'HK J-HR 64R 1210 2418 2-0Y 44AY 74AY 104A
OM 104 2.N J.3V J.80 4.70 5.45 6.40 0:00 V.VV 0.00 0,OIL)
SlURH AREA = 000
32 LS SCS LOSS RATE
SlRTL 104 INITIAL A8S0ACT10N
CRANOR YO.(N CURE NUHIJER
RTlMP V.(N PE8C[NT IMPERVIOUS AREA
34 U8 -S-ES DlNENSlOMLESS UNlT8HAPH
LAG 605 LAG
i H
VALUE EXCEEDS TABLE IN LUGL0G 0.01667 0-01667 24.00000
WARNING ny TlHE 1N7ERVAL lS GREATER THAN .2WLAG
UNIT HYDROGRAPH
1. L L T 1 03
ol V
in in in in wl,
TOOL RAINFALL UN TOTAL LOSS Oa; TOOL EXCHS 213,
PENIK". FLOW T 1 ME MAXIMUM NVIERAGE, FLOlivall
(US) (HR) 64R 2448 72AR 1.6T--HR
(IK ES) 23P TP7 2X7 2X7
(Z-FT) wom UN OM9 0:0--59
CUMULATIVE AREA z OtOOO SO NI
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1PRN1 3 PRINT CONTRIt
IPLOT 0 PI-0-1 CONTROL
Q-S'CAL 0. HYDROOR.APH PLOT SCALE
HYDRO'GiriflPH ROUTING DATA
38 RK KMENATIC NNE STREAM ROUTING
L 21, CHANNEL LENGTH
9 0130 ENE
OX113 C,'<<a\! ROUSHN.ESS, COEFFICI NIT
CA 0,00 CONTRIBUTINIG AREA
PE CIRI, CHAP NEL SHAPE
qD 0,67 BOTTOM WIDTH OR DIAMETER
0.00 SICtE EWE
KINEMATIC STREAM ROUTING USED FOR THIS REACH
COMPUTED KINEMATIC PARAMETERS
ALPHA M DT (IIN) DX (FT)
110M 1 am 120 W.2,
111 on on On 91 i
HYDROBRAPH AT STAINON RSUB-3
PEAK FLOW TIME MAX MM MERAGE FLOW
(CF9) (HR) 6-HR' 24-HR 72-14HR 1.of-11111
A 0.90 (US) 03 w 3 13 U.S.
UNCHES) 231 2X5 !N5 2X5
(AC41) TOM &NO OAN w NO,
CIUIUATIVE AREA = 0.0W SiO M!
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390 a RMN
1 A
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IPRNT 3 PRINT CONTROL
IPLOT 0 PLOT CONTROL
ORAL 0, HYDROGRAPH PLOT SCALE
Al 'ON
.2 PC HYFROGRAPH COMBINATI I
iCONP 2 NIUMBER OF HYDIROGRAPHES' TO COMBINE
1 u 1
HYDROGRAPH AT STATION DMH#2
I I
PEAK FLOW TIME MAX MM WRAM FM
C F I'S, MR) 611 2448 72AR 1.6AHR
11 030 MFM Q5 15 00 15
UNCHEM 2aK 2M3 !H3 2,29.3
KAT) oxbB oxw omo 0068
CUMULATIVE AREA = 0 001 SO H1
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43 KK 8 ROME
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1PRINT 3 PRINT CONTROL
IPLOT 0 PLOT CONTROL
ORAL 0, HYMOGRAPH PLOT SCALE
HYDROGRAPH ROUTING DHA
16 RK KINEMATIC WAVE ETREhIE ROUTING
L 58; CHIAN'Nil LENGTH
9 oxwo ENE
N 0.013 CHANNEL ROUGHNIESS COEFFICIENT
CA O,M CONTRIBUTING AREA
SHAPE CIRC CHANNEL EMPE
WD 115 BOTTOM MDTH OR DIAMETER
L NOO SEE SLOPE
KiNENATICS0EANROUT0IG USED RR' THIS REACH
OP0EDKlNENAlCPMAKTRS
ALMA N 0 (NlN> D% (FT)
6.4190 11250 0.20 29.00
su nf in us OR
HYDROGRAPHAT STATION RDINH442
PEAK FLOW TlNE HAXMW AVENE RU
(CFS) MR) 6-HR 2 4-HIR 72-IldH 1.Q-[i R-
2.1 V.90 (CFS) 0.5 15 V.5 0.5
(INCHES) 2.Z30 2.29N 200 2.290
Kf/) TOM V.0@ W V.K8
CUNULATD`E AREA ` 0.001 SO Hl
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47 M 1 SUD4 *
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4? KO OUTPUT CONTROL VARIABLES
lPRNT J PRINT CONTROL
lP0T 0 PLOT CONTROL
QSQL 0. HY0KOGRAPH PLOT SCALE
SUB8ASlN RUNOFF DATA
51 8A SU8BASlN CHARACT[RlSTlCS
TAREA V.00 808AS0 AREA
PK[ClPlTAl0N DATA
9 PH DEPTHS FOR 04ERCEN[ HYPOTHETICAL STOKH
..... HYDRO-33-5 ...... ............... TP-40 ............... ........... TP-49 ...........
51lN \5-M{N 65H{N 2-HH 3I0 61R 112-HK 24-H 2-D'A 4-DAY 7-DAY 10-DAY
014 W 2.48 3.J0 10 4.7V 5.45 6.40 0.00 0.00 0.00, V.00
STORN AREA = 0.(N
50 LS SCS LOSE KATE
STRTL 104 INITIAL ADSTRACTlUN
CRVNBR 9.3.00 CURVE NUMBER
HTlMP 0.00 PERCENT lHPERVlOUS AREA
LOSS HAT[ VARIABLES FOR SECOND OVERLAND FLOW EL[NENT
STRTL 1.28 lNITlAL ABSTRACTION
CRYHB8 61.00 CURVE NUMBER
RTlMP V.00 PERCENT IMPERVIOUS AREA
K}NEHATlC NAWE
52 UK OVERLAND-FiON ELENENl NO, I
L 231 OVERLAND FLOW LENGTH
N 1100 RNMESS CDERICIENT
PA 46.0 PERCENI OF 'SUBBASSIN
5- UK U'VERLAND-FLOW ELG ENT NO: 2
L 21 OURLAND FUN LEVUH
8 OWWO ROPE
N 03M RMONES ERRICIENT
PA `%0 P E 1,i C E IN T OF S U D B A.'IN
54 RK MIN CHANNEL
L &.1). CHANINEL LEGIGTH
S 0AW0 MEE
P 01113, CHAINNEL ROUGHNESS COEFFICIENT
CA O 00 CONTRIBUTING AREA
SHAPE CIRC CHANNEL SHAPE
1 zOO BOTTON WIDTH OR DIAMETER
0.00 SIDE SUE
RUPSTO N 0 ROUTE UPISTR*EAN HYDROGRAPH
in
V..LUE EHEED-S TABLE IN'. LO63LOG 0,01667 0,01667 24,(;0000
CONPUTED KIINENATIC PARAHIETER'S'
FLUENT ALPHA H DT QIIN) DX (FT)
1 W3 110 1.00 m Q
2 0.4967 1.667 110 2,=O
3 WN6 1 im lX0 m A0
oil it! is.,
HYDROGRAPH AT STATION SUB4
TOTAL RAINFALL = `,X65 TOTAL LOSS = 1.55 TOTAL EXCES'S 1.51
PEAK FLOW T 1 HE MXINUM AVELIRAGE FLOW
(CFS) (HR) WR 24AR 72AR W-HR
i 0 0-97 (CFS) 0 3- 0 -31 0;-" 0_3
HKES) 1 sm 1 3z 1 X5 W5
(AC-FT) 0.041 :x,041 (),O fl 004i
CUNULAT IVE AREA = 0.001 391 NI
us in in no in in in in ug su in in in "I no got Ho its no Hs lot $88 881 in sit H9 in on its its on its !to
55 KK t SM5
"Houllu"i
57 KO OUTIPUT CONTROL VARIABLES
1PRNT 3 PRINT CONTROL
!PLOT 0 PLOT CONTROL
OSCAL 0, HYDROGRAM PLOT SCALE
SU,Br
BASIN RUNOFF DATA
59 BA SUBBASIN CRIACTER19TICS
TAREA OXO SUBOHN AMA
PRECIPITATMN DNA,
.•. vs.c >7;DR,el°_li ; v.. -a c.vvvcvvs.v-. TP4. c.......e....xe :ay.ee evs:e .!.i'W49 vv..vcx.vv.
5AN IAN N 6-:_MlN 2AR HR 6AR n 24--Hr 2"1'AY 4 7—DAY 10-DAY
0&4 1:'4 to 0 ,Si 4e70 5 45 A, 40 0',0,0 0;00 f},(HO 0,0)
MUM fFMA t)NO
5I8 Ls :SCS LOSS RME
SiRTL 104 INITIAL AEBTR;C:TION
mom 91W CURVE NUMBER
(\T MP Ci,{f[i f'Cftt:E1-i I`ilEhel:.tl(. AREA
LOSS :tklc VARMEVIS FOR SECOND DJc,t.h:,l rLC!: RE0111T
S!RlL 1,22 INITIAL ABSIRAC.11Gd
CRVHNR 61z00 CURVE NUMBER
R T 1leiP 0:00 PERCEN T IMPERVIOUS M A
nit=cf:Ff L. NNE
L 85, QVERL ANEIL) FLOW LEWH
Li OXWO RUE
f'! 0,1150 RiGUGHINE.' COEFFICIENT
:ERE r SUBBASINI
i`j; 7J,1) t'rRCCIdT Lii u(EiL�nb rS
51 UK )OVERLAND-FLOW ELEMENT NIO: 2
L 31 DEMAND FLOW LENGTH
S ii,0100 SIP'E
N 13M RCiUO ESS CDEFFIMENT
PA 27,0 PERCENT OF SUBBASIN
62 R M NI CHA.NEL
L 14, CHAr-lNEL LB110 H
N i,(il. CHi,i LL C7JcrN ICIEPlI
CA 0.00 COINTRIBUTIN5 AREA
'aH PE 1rEL A ll
illJ 1.00 E;[TTOh WIDTH OR DIAMETER
7. 0.00 SIDE SLOPE
nttru i t: NO ROUTE r, Re.AM W r GhDaRh-'H
tax
VALUE EXCEEDS TABLE IP
Llil_Lili; ti,ial;::?,j 1667 24 00000
CCi#iM ED KMEMAHC PAMN TERS
E L E i'ic NIT ALPr':A M DT (i1IN) DX IT)
1 0AW3 1 A 1.00 i2J4
;? 6.184; 1 J 1,titi 30
us 3 a 3 -
i� r' le'r;i�
:IYI�:,GiS:,k:!1 tiT STAiICiN S!t)5
TOTAL RAPfAiLL = 3,065 TOTAL LOSS = 0.99S TOTAL EXCESS = 2.17
PEAK FLOW -f!ME MAXIMUloll AVERAGE FLOW
:r .2 4_ar t r
{CFS. {iRi 6--l.;� r't :art 72°r1T? Ix�7~Hrt
0.7 0.90 (CFS) 0.2 O2 0:2
4 LACES) 2 XN 2AN ' N2 2:002
(M-FD QW3 li N3 IN3 0,0
UMIU AT lVE AREA = i,iiiiti GO Ml
___ __ __s .__ --- -T-
rry xve ee sZ- i'_� °.nom -nR n`xi i.��t �'A i2r f'�'i _- .3 T. ��. f.��} �lp� �7!_ kT,i y�n :15 t{�.. z3� +:� s.. 5!R its '{A __ R.yR._-r: T'}n,'}_
4G' z?rr 3n�. =;,r -.:r tcs !::": ss:. y.t} .:}� r4: rr. :.r S£? 4.x �.: a sit -
A.
63 KK 1 DW3
lus"pulut
b5 f li OUTPUT CONTROL VARIABLES
!PRNT .3, PRINI CGNITROL
1PLOT 0 PLOT CONTROL
OSCAL 0, HYDROGRAPH. PLOT SCALE
66 HC lHlYDfR'OGRAPH C-011,11-BINIAHON
ICON NIVIDER' OF HYDROGRIAPHS TO C011,121INIE
911 SH
HYDROGRAPH AT SiTATION' D'1 i t 3
P E AIK IF L OW T I HIE OAXINIUM AVERAGE FLOW
(CFS) MR) 6IR 24IR 721R 1.6KHR
3.7 030 (um 1 x 1 A 1 N 1 1 0
HWHES) I Am 1 IN 1 M2 1 M2
(ANT) 0.1 0 1 i 0.1 fM,i.71
CUMMATIVE AMA - WWI 90 I'll
us AS HI us At ul 1" ou At us At SH AS us At At Hl Al At lu At us At At At ou HI All us lu us W SH
HHUHHOHt
$ t
67 KK t MR
69 KO OUTPUT CON-l"ROL VARIABLES
IFIRNIT , PRINT CONTROL
1PLOT 2 PLOT CONTROL
O. HYDROGRAPH PLOT SOLE
HYMOGRAPH ROUTMG DATA
70 RK KMENTIC NNE SMEM ROUTWG
L 31 CHANNEL LENGTH
9 oAwo SLOPE
N 0: CH ANNEL IR',Olull.i 1 11 H S E F F I c 1 E IN T
CA (iffl CONTRIBUTING AREA
Q-HAPE CIRG CIK ININfl- 'b'HAPE
1) 1.50 BOTTOI'l WIDTH OR DIA"FIETER
z 010 SIDE KWE
nFF
KIINIEVIATIC SSTREWI ROUTING USED FOR THIS REACH
COI IFUTED KINIHIATIC PARAMETERS
_— —
6.6170 1.25W 0.0 >6.0V
9H !H tu us Hl
H�l-,'OBRAPH AT N OUT
PEAK FLOW TIME MXMHAKR�EFLOW
(CS) (HH> 6-HR 24f0 72-HR L 61
J.7 V.YV (CFM \.V L0 1.0 1.O
<0CES} lxm LozN L80 L�N
Z-F > 123 103 103 0.OJ
C00ULA DEARA ` V.(N\ 80 I'll
�
�
9MOM OUT
(P lN�O ` M) Muni
0.N0 050 1 m 1m0 2.NN MN 1N0 320 4.N0 VON A.NN V.NN 0.NN
DAMMNFER
10000 lI--------------.------.-------.---------.------------------.------------------------------ .---------.----------
101010 21
1000 3l . . . . . . . . . . . .
01010 41 . . . . . . . . . . . .
WON, 51
100,05 61 . . . . . . . . . . . .
10006 /l . . . . . . . . . . . .
1000 8l . . . . . . . . . . . .
10VN 11 . . . . . . . . . . . .
i 0009 N.l
N0N 1Ll. . . . . . . . .
100il 12.1 . . . . . . . . . . . .
W02 O. l . . . . . . . . . . . .
\N)D
10014
|VV5 16. l . . . . . . . . . . . .
iV116 17. I . . . . . . . . . . . .
W)D 0. l . . . . . . . . . . . .
l0V0 19. l
NVB 20. \ . . . . . . . . . . . .
10020 21. . .l. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
100 21 22. 1 . . . . . . . . . . . .
10022 23. l
iN23 24. l
1000 21 l
NV5, 26. l
1002 27. [ . . . . . . . . . . . .
1007 2O. [ . . . . . . . . . . . .
l00O 29. I
l0V'21 0.
000 �. . . . l . . . . . . . . . . . ` . . . . . . . . . . . . . . . . . . . . . . . . . . ` . . . . . . . . . . . . . . . . .
100 31 32. l.
1V0 32 J3. l. . . . . . . . . . . .
�00 5.
1V03 36. O{
1006 37. .l . . . . . . . . . . .
NO3 J8.
WON J9. . 0
1009 41
1V0O 4 . . . . . . . .
10041 42.
10042 43. . l. . . . . . . . . . .
10 4 (N.
10U44 45.
10045 46.
100,46 47.
10047 48.
l0 . . . . . . . . .
10049 50.
1V0mm. . . . . . . . . . . . . . . . . . . . . . . . Ol. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
1005 52. . . . . . U{ . . . . . . .
10052 56.
100157 0.
10054, 55.
NV� 56.
1(!1}57 52, iu
�59 b0 , , s io
lmoo 61 . .
IOIC11 62, I
01 f
10103, 6 I
M04
10105 6=5, i
101;>6 67, !
101107 68, ?
A()i}JS FT. . 10
10109 70, 1 ,
li}il(} 7i„ , , , , , - , , , l , . - . . x . , • c . x . . -
1011.1 ?2. ii
1011: 1:=, I
10113 74: I
ioik 7 - I
10115 76, I,
10116 77• I .
10117 78. 1 ,
WIM `9 t
1(111+'; 8±+.}, I
100 2, 1
M22 03. I
lW23 84. i
1(11124 05. 10
11}125 86. I
10126 87= I
11}127 00. !
i i}i:28 81 I
11011
211 90 i`ii, . , _ , ,L . . . . . . . . . . . . . . . . . . . . . . . . . : . . . -
10131 92, I , , .
i 0 132 93.
101.3, M: i
10 1-34 95. 1
1013_- 96, I
10136 97 I
10131 '98: I
i i38 99, I
1(}1,0 ilji
(i1 (i10i -------- I--------:--------- --------- --------- --------- -------- ------ --------- ---------.--------.-- ----,
RUNOFF SUMMARY
FUN lN COME KEY PER SECOND
TlME lNHOUK , AREA lN SQUARE MILES
PEAK TlIE OF AVERAGE FLOW FOR MAXIMUM PERIOD mmN MAXIMUM BE BIC
OPERATION STATION FUN PER 61MR HIGUR 7M00 OR STAGE MAX STAGE
HYDRUGRAPH AT SU8l 0.83 190 019 0.1Y 119 100
UYDKUQRAP AT SU834 Oil 010 V.03 0.0 0.V3 0.00
2 C0N8(NED AT DMH#1 014 190 0.22 122 N22 0 X
ROUTED TO R0NH0 014 030 122 012 012 0.00
HYDKOGRAPH AT 803 1.17 190 128 V.28 V.28 0.0V
00�[D TO RSU83 1.�7 0.Y0 V.2D V.28 0.2D V.0V
2 COMBINED AT ��82 2.11 V.90 V.50 0 4 50 0.50 0.V0
00TE0 TO 8DMH#2 2.10 0.90 V.50 010 010 O.VV
HY0HUGRAPH AT 604 >.01 V.97 030 0.30 030 V.V0
HYD8OGKAP8 AT SU85 171 010 0.17 117 0.17 100
3 COMBINED AT UNH0J 3.70 0.90 O.96 V.96 0.96 0.00
ROUTED 0 OR 310 010 016 016 016 0.00
H! WEE B0OFMCA H4