HomeMy WebLinkAboutCT 02-18; BLUFFS; DRAINAGE STUDY; 2005-05-12/ /
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FLOOD HYDROGRAPH ROUTING PROGRAM ~c).lJtJh'(,fjfJ 11-1 7.~ ~,
Copyright (c) CIVILCADD/CIVILDESIGN, 1989 -200-1 tJl-~IA~~Jlef1't/611" Zit
Study date, 05/12/05 f"!!,.fJ.~ IlaG1%';,-> IP Y;.
6 HOUR 100 YEAR STORM I:!!t.
THE BLUFFS SrL\ IV ~ cr, ''I
01-1022 FILE:BLUFFS100YR.OUT nuMe..f\ c. J
~=::~:~=-----~=~:~~-----------------------------\-~----~~~~ O'Day Consultants, Carlsbad, California -SIN 768
********************* HYDROGRAPH INFORMATION **********************
From study/file name: 100YRHYD.rte
********************** Hydrograph Information *****************.*******
From manual input hydrograph
********************'********HYDROGRAPH DATA****************************
Number of intervals = 111
Time interval = 1.0 (Min.)
Maximum/Peak flow rate = 13.480 (CFS)
Total volume = 0.550 (Ae.Ft)
Status of hydrographs being held in storage
Stream 1 Stream 2 Stream 3 Stream 4 Stream 5
Peak (CFS)
Vol (Ae.Ft)
0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000
***********************************************************************
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
Process from Point/Station 1.000 to Point/Station 2.000
**** RETARDING BASIN ROUTING ****
User entry of depth-outflow-storage data
Total number of inflow hydro graph intervals = 111
Hydrograph time unit = 1.000 (Min.)
Initial depth in storage basin = O.OO{Ft.)
Initial basin depth =
Initial basin storage =
Initial basin outflow =
0.00 (Ft.)
0.00 (Ae.Ft)
O. 00 (CFS)
Depth vs. Storage and Depth vs. Discharge data:
Basin Depth Storage Outflow (S-O*dt!2)
(Ft.) (Ae. Ft) (CFS) (Ac. Ft)
(S+O*dt/2)
(Ac.Ft)
0.000 0.000 0.000 0.000 0.000
n ~ o
~ \ . -~
.'~
, . • •
r" O.SOO 0.007 10.896 -0.001 0.015
(,-1.060 0.010 10.897 0.002 0.018
1.200 0.0l4 10.898 0.006 0.022
1.400 0.018 10.899 0.010 0.026
1.600 0.022 10.900 0.014 0.030
1.800 0.027 10.901 0.019 0.035
2.000 0.032 10.902 0.024 0.040
2.200 0.038 10.903 0.030 0.046
2.400 0.048 10.904 0.040 0.056
--------------------------------------------------------------------
Hydrograph Detention Basin Routing
---------------------------------------------------------------------
Graph values: 'I'=.unit inflow; 'O'=outflow at time shown
---------------------------------------------------------------------
Time Inflow Outflow Storage Depth
(Hours) (CFS) (CFS) (Ac. Ft) .0 3.4 6.74 10.ll 13.48 (Ft. )
0.017 0.00 0.00 0.000 0 I I I 0.00
0.033 0.18 0.09 0.000 0 I I 0.01
0.050 0.37 0.28 0.000 0 I I 0.02
0.067 0.74 0.56 0.000 10 I 0.04
0.083 1.17 0.97 0.001 I 0 I 0.07
0.100 1.67 1.44 0.001 I 0 I 0.11
0.117 2.22 1. 96 0.001 I 01 I 0.14
0.133 2.83 2.54 0.002 I 0 I 0.19
0.150 3.56 3.22 0.002 I 01 0.24
0.167 4.33 3.97 0.003 I 101 0.29 ---.. 0.183 5.31 4.85 0.003 I I 01 0.36 (. 0.200 6.29 5.83 0.004 I I 01 0.43
0.217 7.44 6.90 0.004 I I 01 0.51
0.233 8.60 8.06 0.005 I I I OI 0.59
0.250 9.62 9.15 0.006 I I I 01 I 0.67
0.267 10.60 10.14 0.007 I I I 01 I 0.74
0.283 11.41 10.90 0.007 I I I 10 I I 0.81
0.300 12.08 10.90 0.008 I I I 10 I I 0.89
0.317 12.66 10.90 0.010 I I I 10 I I 1.02
0.333 13.03 10.90 0.013 I I I 10 I I 1.15
0.350 13.36 10.90 0.016 I I I 10 II 1.31
0.367 13.42 10.90 0.020 I I I 10 II 1.48
0.383 13.48 10.90 0.023 I I I 10 I 1. 65
0.400 13.44 10.90 0.027 I I I 10 II 1. 79
0.417 13.37 10.90 0.030 I I I 10 II 1.93
0.433 13.11 10.90 0.033 I I I 10 II 2.05
0.450 12.74 10.90 0.036 I I I 10 I I 2.14
0.467 12.35 10.90 0.038 I I I 10 I I 2.21
0.483 11. 92 10.90 0.040 I I I 10 I I 2.24 • 0.500 11.48 10.90 0.041 I I I 10 I I 2.26
0.517 10.99 10.90 0.042 I I I 101 I 2.27
0.533 10.49 10.90 0.041 I I I IO I 2.27 1630 ~3
0.550 9.88 10.90 0.040 I I I Ilo I 2.25 I
0.567 9.27 10.90 0.039 I I I I 10 I 2.21
0.583 8.56 10.90 0.036 / / / I /0 / 2.13
0.600 7.83 10.90 0.032 I I I I 10 I 2.01
0.617 7.17 10.90 0.027 I I II 10 I 1. 82
0.633 6.56 10.90 0.022 I I II 1'0 I 1. 60
0.650 6.03 10.90 0.016 I I I I 10 I 1. 28
0.667 5.60 10.90 0.009 I I I I 10 I 0.90
" ' • •
C-. 0.683 5.19 6.38 0.004 I I al I 0.47
0.700 4.82 4.96 0.003 I a I I 0.36
0.717 4.45 4.62 0.003 la I I 0.34
0.733 4.15 4.29 0.003 IIa I I 0.31
0.750 3.84 3.98 0.003 la I I 0.29
0.767 3.61 3.72 0.002 a I I 0.27
0.783 3.40 3.50 0.002 a I 0.26
0.800 3.18 3.28 0.002 01 1 0.24
0.817 2.97 3.07 0.002 01 I 0.23
0.833 2.77 2.86 0.002 o I 1 0.21
0.850 2.58 2.67 0.002 o I I 0.20
0.867 2.40 2.48 0.002 0 1 1 0.18
0.883 2.22 2.30 0.001 0 I I 0.17
0.900 2.04 2.12 0.001 10 1 0.19
0.917 1.91 1.97 0.001 0 I 0.14
0.933 1. 79 1.85 0.001 0 1 0.14
0.950 1.67 1.73 0.001 10 I 0.13
0.967 1.54 1.60 0.001 I 0 1 0.12
0.983 1.44 1.49 0.001 I 0 I 0.11
1.000 1.35 1.39 0.001 I 0 1 0.10
1.017 1.25 1.30 0.001 I IO I 0.10
1.033 1.16 1.20 0.001 1 0 I 0.09
1.050 1. 07 1.11 0.001 I 0 I 0.08
1.067 1. 00 1.03 0.001 I 0 I 0.08
1.083 0.92 0.96 0.001 10 I 0.07
1.100 0.84 0.88 0.001 IIa I 0.06
1.117 0.77 0.80 0.001 la I 0.06
(~. 1.133 0.71 0.74 0.000 la I 0.05
1.150 0.67 0.69 0.000 la I 0.05
1.167 0.62 0.64 0.000 la I 0.05
1.183 0.57 0.59 0.000 la I 0.04
1.200 0.53 0.55 0.000 la I I 0.04
1.217 0.50 0.51 0.000 la I I 0.04
1.233 0.46 0.48 0.000 la I I 0.04
1.250 0.43 0.44 0.000 la I I 0.03
1.267 0.40 0.41 0.000 a I I 0.03
1.283 0.37 0.38 0.000 a I I 0.03
1. 300 0.35 0.36 0.000 0 I I 0.03
1.317 0.32 0.33 . 0.000 a I I I 0.02
1.333 0.30 0.31 0.000 0 I I I 0.02
1.350 0.28 0.29 0.000 a I I. .1 0.0.2
1.367 0.26 0.27 0.000 a I I I 0.02
1.383 0.24 0.25 0.000 a I I I 0.02
1.400 0.22 0.23 0.000 0 I I I 0.02
1.417 0.20 0.21 0.000 a I I I 0.02
1.433 0.19 0.19 0.000 0 I I I 0.01
1.450 0.18 0.18 0.000 a I I I 0.01
I I I .~ ,-, 1.467 0.17 0.17 0.000 0 0.01
1.483 0.15 0.16 0.000 a I I I 0.01
1.500 0.14 0.14 0.000 0 I I I 0.01
1.517 0.14 0.14 0.000 0 I I I 0.01
1.533 0.13 0.13 0.000 0 I I I 0.01
1.550 0.13 0.13 0.000 0 I I I 0.01
1.567 0.12 0.12 0.000 0 I I I 0.01
1.583 0.11 0.11 0.000 0 I .I I 0.01
1.600 0.11 0.11 0.000 0 I I I 0.01
1. 617 0.10 0.10 0.000 0 I I I 0.01
" . • •
C 1.633 0.10 0.10 0.000 0 I 0.0l.
1.650 0.09 0.09 0.000 0 I 0.0-1
1.667 0.08 0.08 0.000 0 I 0.01
1.683 0.08 0.08 0.000 0 I 0.01
1.700 0.07 0.07 0.000 0 I 0.01
1.717 0.07 0.07 0.000 0 I 0.01
1. 733 0.06 0.06 0.000 0 I 0.00
1.750 0.05 0.05 0.000 0 -, 0.00
1.767 0.04 0.04 0.000 0 I 0.00
1.783 0.03 0.03 0.000 0 I 0.00
1.800 0.03 0.03 0.000 0 I 0.00
1.817 0.02 0.02 0.000 0 I 0.00
1.833 0.01 0.01 0.000 0 I 0.00
1.850 0.00 0.00 0.000 0 I 0.00
1.867 0.00 0.00 0.000 0 I 0.00
****************************HYDROGRAPH DATA****************************
Number of intervals = 112
Time interval = 1.0 (Min. )
Maximum/Peak flow rate = 10.903 (CFS)
Total volume = 0.550 (Ae. Ft)
Status of hydrographs being held in storage
Stream 1 Stream 2 Stream 3 Stream 4 Stream 5
Peak (CFS) 0.000 0.000 0.000 0.000 0.000
Vol (Ae. Ft) 0.000 0.000 0.000 0.000 0.000
***********************************************************************
1OG-YEAt. ..AOGRAPH
~~
I---Jl
rn 11 22.1' :11 --0.99 2~~...!
).93 26.532
1.41
1.56
).~
0.39 0.33 "]j-~ 2.21 0.21 -2:4.---o:if ....?6---
2.810:QIj
3' 0.0s.! -3~2r---'"0-:-0:4
3.4Fi·029 -3~6 0.021
3.8 o.olii
"-5871 i9.'l
12.~
44.22 -48:642 -53.064
57.486
61.96a
66.33 70--:752
75.1: 79.""
'Ii4:
3:rm.
2.m 2.0~
1.4839 1.0~
0.741!1f
0.5396
33.
35.'
37.
ai
~
13:3551
13.411
13.3551
12.5451 ~
10.5222 ~
Il54 sii
r72
4iI-:&421-r8:i29
53.064 2.02a!S
57.4661 1.4839
.~
~
S.2S
7.44
1i i6ii ~.61
11.06181 13.2661 15.4nl 10.6( 12.5457 15 .• 1.41
12.54571 15.4n! 17.6881--12.OS
13.3551 17.688 19.899 12.66
13.3551 17.688 19.899 13.03
13.49
1.11
2 .. 321 24.321
-sa-:-441 0.10 101.706 O.Oj l'
. ,~",~I 0.067451 1 • _I ~~~I 28.7431 3OJI541 -~~: 110 _ 30 ~!.~ __ . _. -_Oft ftft~. 0.01
E II "~I '1'1 1 I I ~ :: := == :::1 ~ .:6r----o:oos
'4.45171 39.1
1.451
4:4517 ~ L T 43 4.4517 3.7772 .., T 1" 44 4.4517 3.7712 42.U091 44221 01.1141 45 3.7772 2.8329 44.22 48 .. ft --•
I---I-~ -+ . ---l. ..I-..I-..l. J. J. 46 3.7772 2.8328 44.22 41
47 3.7772 2.8328 44.221 48.
481 3;77721 2.83281 44.221 48.1 f-L-1._ _L__ 49 2.8328 2.0235 48.642 53.1
-soT 2.83281 2.02351 48.6421 53. 1
1---
t--r-·
fIg29 2.0235 ~642 53.064 2.40 2.0235
. 2.04
1.91
1.79 1.02351 1.48391 53.0641 57.4861 1.67 1.4839 53.064 57.~
57.466 61.90S • 1.44
E'--+-57.466 81.90S 1.35 '.-----1-. 57.466
--_._--1-.
I """--T-'
• .9
'. 611 1A8391 1.07921 57.4661 61.9 -t----+--.-1----.-.L.. __ L __ . 1-----1--62_1.0792_ Q.7~195 .§1.90S 66.
631 1.07921'0.74195T-61.90S1 66.:
l~
01'~1ILIJfFS
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1OG-YEAR h.oJfIOGRAPH
641 U)7921 0.741951 61.9081 66.331 0,9li
651 1.07921 0.741951 61.9081 66.331 0.8
Ii6\f.Oml 0.741951 ~908r 66.331 0.7
671 0.741951 0.53961 66.331 70.7521 0.7
ssr' 0.741951 -0.53961 66.331 70.752r--G.6
0.741951 0.53961 66.331 70.7521 0.6
72
73
0.741951 0.53961 66.~1 70.7521 -0.57
0.53961 0.391211 70.7521 75.1741 0.53
1·--+---I---+--I--+--+---:~-¥.;~~~--,g~~*H--~~
1.3912f°.283291 75.1741 79.5961' 0:371 til 0.39121 0.28329 75.174 79.596 ___ O.&'
78 79.596
79 79.596
80 84.018 O.2ll
81 84.018
1----·1· l= I Im:1 ~=I =1 :=1 :::~~:Lii 1 84 0.28329 0.20235 79.596 84.0---I---t-.---j T T t --85 0.20235 0.14839 84.018 88-:4'
I _______ L ________ -I--I--1-86 0.20235 0.14839 84.018 88..... U.ID
87 0.20235 0.14839 84.018 88.44 0.17
1=_._ -t--,·--+--1 -] T 88 0.20235 0.14839 84.018 88.~----'--+1 __ . -I 89 0.14839 0.06745 88.44 101.71 90 0.14839 0.06745 88.44 101.711
E---',' -_. --1--U.ll1 ---+---, ---t-----§ 1 --~, 95 0.14839 0.06745 88.44 101.706 0.11 _ . 96 0.14839 0.06745 88.44 101.706 0.10
_ __ _ 97 0.14839 0.06745 88.44 101.706 0.10
_ ___ _ 98 0.14839 0.06745 88.44 101.706 0.09
• 99 0.14839 0.06745 88.44 101.706 0.08
_ _ 100 0.14839 0.06745 88.44 101.706 0.08
_ __ '1 101 0.14839 0.08745 88.44 101.706 0.07 J 102 0.06745 ° 101.706 110.55 0.07
,()!>745 0 101.706 110.C• •• -
;745 0 101.706 110.!
;7451 0I1()1:7061 110.
,7451 01 101.7061 110,
;7451 01 101.7061 110,
0.067451 01 101.7061 110.
0.067451 -01--101.7061 110,
0.067451 01 101.706111Q.i
:00
I---+---t-_· 1131 01 01 110.551 01 0:001 . __ .. .__ 114 0 0 110.55 0 0.00
. -t ~ 1161 01 01 110.551 01 MOl I-----!-----___ I _ 117 0 ° -"0.55 - -
).55
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FLOOD HYDROGRAPH ROUTING PROGRAM
Copyright (c) CIVILCADD/CIVILDESIGN, 1989 -2001
Study date: 05/12/05
---------------------------------------------------------------------
6 HOUR 2 YEAR STORM
THE BLUFFS
01-1022
05/12/05
FILE:BLUFFS2YR.OUT
BY:CSO
O'Day Consultants, Carlsbad, California -SiN 768
********************* HYDROGRAPH INFORMATION **********************
From study/file name: 2YRHYD.rte
********************** Hydrograph Information ************************
From manual input hydrograph
****************************HYDROGRAPH DATA****************************
Number of intervals = 117
Time interval = 1.0 (Min.)
Maximum/peak flow rate = 6.230 (CFS)
Total volume = 0.269 (Ac.Ft)
Status of hydrographs being held in storage
Stream 1 Stream 2 Stream 3 Stream 4 Stream 5
Peak (CFS)
Vol (Ac. Ft)
0.000 0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000 0.000
***********************************************************************
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
Process from Point/Station 1.000 to Point/Station 2.000
**** RETARDING BASIN ROUTING ****
User entry of depth-out flow-storage data
Total number of inflow hydrograph intervals = 117
Hydrograph time unit = 1.000 (Min.)
Initial depth in storage basin = O.OO(Ft.)
--------------------------------------------------------~-----------
Initial basin depth =
Initial basin storage =
Initial basin outflow =
0.00 (Ft.)
0.00 (Ac.Ft)
0.00 (CFS)
-------------------------~---------------------------------~--------
Depth vs. Storage and Depth vs. Discharge data:
Basin Depth Storage Outflow (S-O*dt/2)
(Ft.) (Ac.Ft) (CFS) (Ac.Ft)
0.000 0.000 0.000 0.000
(S+O*dt/2)
(Ac.Ft)
0.000
. / " S-((.Jor • 5 • DMINAa.e;. Sec--noN ft;R. -mE-~.pF..s
c.."!. 02-18
..--0.800 0.007 5.226 0.0'03 0.011 ( 1.00'0 0.0'10 5.227 0.0'06 0.0'14 1.200 0.0'14 5.228 0'.010 0.0'18 1.40'0 0.018 5.229 0'.0'14 0'.0'22 1.600 0.022 5.230' 0'.018 0.0'26 1.800 0.027 5.231 0'.023 0.031 2.0'0'0 0'.032 5.232 0'.0'28 0'.0'36 2.200 0'.0'38 5.233 0'.0'34 0.0'42 2.40'0 0'.0'48 5.234 0'.0'44 0'.0'52 --------------------------------------------------------------------Hydrograph Detention Basin Routing
---------------------------------------------------------------------
Graph values: 'I'= unit inflow; 'O'=outflow at time shown ---------------------------------------------------------------------Time Inflow Outflow Storage Depth (Hours) (CFS) (CFS) (Ac. Ft) .0 1.6 3.12 4.67 6.23 (Ft. ) 0.017 0'.0'0 0.0'0' 0.0'0'0 0 I I I I 0'.0'0' 0.033 0.08 0.03 0.000 0 I I I I 0.00 0.050' 0.16· 0.09 0.0'0'0' 0 I I I I 0.01 0.067 0.31 0'.19 0.0'00' OI I I I I 0.03 0.0'83 0.50' 0.34 0.0'0'0 10I I I I I 0.05 0.100 0.70 0.52 0.001 I or I I I I . 0.08 0.117 0.95 0.73 0.001 I 01 I I I I 0.11 0.133 1.19 0.96 0.001 I o I I I I .I 0.15 0.150' 1.51 1.22 0.002 I OIl I I I 0'.19 0.167 1.83 1.53 0.00'2 I Oil I I I 0'.23 (_ ... , 0'.183 2.22 1.87 0'.00'2 I 10 I I I I 0'.29 0'.20'0 2.65 2.25 0'.0'03 I I o I I I I 0'.34 0'.217 3.10 2.68 0'.004 I I 0 II I I 0.41 0'.233 3.61 3.14 0'.004 I I o I I / 0.48 0'.250 4.12 3.63 0.00'5 I I I 0 I I I 0'.56 0'.267 4.55 4.11 0.0'06 I I / o I/ / 0.63 0.283 4.98 4.55 0.0'0'6 I I I OIl I 0'.70' 0.300 5.31 4.96 0'.0'0'7 I I I /0 I I 0'.76 0.317 5.61 5.23 0.007 I I I I o I I 0.81 0.333 5.86 5.23 0.008 I I / I 0 r I 0'.86 0'.350' 6.0'2 5.23 0.009 I I I I 0 I I 0'.92 0' .367 6.18 5.23 0' .010' I I I I 0 II 1.00 0'.383 6.20 5.23 D. all I I I I 0 I I 1. 0'7 0.40'0' 6.23 5.23 0'.0'13 I I I I 0 I 1.14 0'.417 6.22 5.23 0.0'14 I I I I 0 II 1. 20 0'.433 6.20 5.23 0'.0'15 I I I I 0 I I l.27 0'.450' 6.12 5.23 0'.017 I I I I 0 I I 1.34 0.467 5.96 5.23 0'.0'18 I I I I 0 I I l. 39 0'.483 5.80 5.23 0'.019 I I I I 0 I I '1.44 0.50'0' 5.62 5.23 0.019 I I I I o t I 1. 4 7 ~ea' C::;> 0.517 5.43 5.23 0.020' I I I I or I 1.49 51(;-,..M,£ 0.533 5.22 5.23 0.020' I I I I 0 I 1.50";: -> 0.550 5.0'1 5.23 0.0'20 I I I Ira I 1. 49 87 I. 2. .!f--t; 0.567 4.78 5.23 0.019 I I I r 0 I l.47 0.583 4.51 5.23 0'.019 I I I I I 0 I 1.43 0.600 4.24 5.23 0.017 I I I r I 0 I l. 37 0.617 3.92 5.23 0.016 I I I I I 0 I l.29 0.633 3.60' 5.23 0.014 I I I I I 0 I 1.19 0.650 ~.31 5.23 0.011 I I II I 0 I l. 06 0.667 3.05 5.23 0.008 I I II I 0 I 0.90
, I • •
(. 0.683 2.81 4.40 0.006 I I I I o I I 0.67 0.700 2.62 3.25 0.004 I I I 0 I I 0.50 "-0.717 2.43 2.76 0.004 I I I 0 I I I 0.42 0.733 2.27 2.48 0.003 I I 10 I I I 0.38 0.750 2.11 2.28 0.003 I I 10 I I I 0"35 0.767 1.97 2.12 0.003 I 10 I I I 0.32 0.783 1.84 1.97 0.003 I 110 I I I 0.30 0.800 1. 72 1. 84 0.002 I 10 I I I 0.28 0.817 1.62 1. 73 0.002 I 0 I I I 0.26 0.833 1.53 1.62 0.002 I IO I I I 0.25 0.850 1.43 1.53 0.002 I 01 I I I 0.23 0.867 1.34 1.43 0.002 I IOI I I I 0.22 0.883 1.26 1.34 0.002 I 01 I I I 0.21 0.900 1.18 1.26 0.002 I 0 I I I I 0.19 0.917 1.10 1.18 0.002 I 10 I I I I 0.18 0.933 1.02 1.10 0.001 I 0 I I I I 0.17 0.950 0.94 1.02 0.001 I 10 I I I I 0.16 0.967 0.88 0.94 0.001 I 0 I I I I 0.14 0.983 0.83 0 .. 88 0.001 I 0 I I I I 0.14 1.000 0.78 0.83 0.001 I 0 I I I I 0.13 1.017 0.72 0.78 0.001 I 0 I I I I 0.12 1.033 0.67 0.72 0.001 I 0 I I I I 0.11 1.050 0.63 0.67 0.001 I 0 I I I I 0.10 1.067 0.59 0.63 0.001 I 0 I I I I 0.10 1.083 0.55 0.59 0.001 I 10 I I I I 0.09 1.100 0.51 0.55 0.001 I 0 I I I I 0.08 1.117 0.48 0.51 0.001 I 0 I I I I 0.08 (~ 1.133 0.44 0.48 0.001 / 0 / I I I 0.07 1.150 0.41 0.44 0.001 I 0 I I I I 0.07 1.167 0.38 0.41 0.001 / IO / / I I 0.06 1.183 0.34 0.38 0.001 10 I I / I 0.06 1.200 0.32 0.34 0.000 10 / / I I O. 0·5 1.'217 0.30 0.32 0.000 10 / / / / 0.05 1.233 0.28 0.30 0.000 /0 / / / / 0.05 1.250 0.26 0.28 0.000 /0 / / / / 0.04 1.267 0.24 0.26 0.000 10 / / I / 0.04 1.283 0.23 0.24 0.000 /0 I / / / 0.04 1.300 0.22 0.23 0.000 /0 / / / / 0.04 1.317 0.20 0.22 0.000 /0 I I I / 0.03 1.333 0.19 0.20 0.000 IO / / I I 0.0·3 1.350 0.17 0.19 0.000 0 I I I / 0.03 1.367 0.16 0.17 0.000 0 ./ I I I 0.03 1.383 0.15 0.16 0.000 0 / I / / 0.02 1.400 0.14 0.15 0.000 0 / / / I 0.02 1.417 0.13 0.14 0.000 0 I I / I 0.02 1.433 0.12 0.13 0.000 0 / / I I 0.02 1.450 0.11 0.12 0.000 0 I I I I 0.02 1.467 0.11 0.11 0.000 0 I I I I 0.02 1.483 0.10 0.11 0.000 0 I I I I 0.02 1.500 0.09 0.10 0.000 0 I / I / 0.02 1. 517 0.09 0.09 0.000 0 I / / / 0.01 1.533 0.08 0.09 0.000 0 I I I I 0.01 1.550 0.08 0.08 0.000 0 I I I / 0.01 1.567 0.07 0.08 0.000 0 / / I / 0.01 1.583 0.07 0.07 0.000 0 I I I / 0.01. 1.600 0.06 0.07 0.000 0 I I I / 0.01 1.617 0.06 0.06 0.000 0 I / I I 0.01
. . • •
( 1.633 0.06 0.06 0.000 0 I I 0.01 1.650 0.06 0.06 0.000 0 I I 0.0+ ~. 1.667 0.05 0.06 0.000 0 I I 0.01 1.683 0.05 0.05 0.000 0 I I 0.01 1. 700 0.05 0.05 0.000 0 I I 0.01 1.717 0.05 0.05 0.000 0 I I 0.01 1.733 0.04 0.05 0.000 0 I I 0.01 1.750 0.04 0.04 0.000 0 I I 0.01 1.767 0.04 0.04 0.000 0 I I 0.01 1.783 0.03 0.04 0.000 0 I I 0.01 1.800 0.03 0.03 0.000 0 I I 0.00 1.817 0.03 0.03 0.000 0 I I 0.00 1.833 0.03 0.03 0.000 0 I I 0.00 1.850 0.02 0.03 0.000 0 I I 0.00 1.867 0.02 0.02 0.000 0 I I 0.00 1.883 0.02 0.02 0.000 0 I I 0.00 1.900 0.01 0.02 0.000 0 I I 0.00 1.917 0.01 0.01 0.000 0 I I 0.00 1.933 0.01 0.01 0.000 0 I I 0.00 1.950 0.00 0.01 0.000 0 I I 0.00 1.967 0.00 0.00 0.000 0 I I 0.00
* * * *** * * * *** * * * * * *** * * * ** * * *HYDROGRAPH DATA* * ** ** ** ** * * *** * * *** * * * * * *.** Number of intervals = 118
Time interval = 1.0 (Min. )
Maximum/Peak flow rate = 5.229 (CFS) Total volume = 0.269 (Ac.Ft) ( Status of hydrographs being held in storage
Stream 1 Stream 2 Stream 3 Stream 4 Stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.000 Vol (Ac.Ft) 0.000 0.000 0.000 0.000 0.000 ***********************************************************************
-------------------------------------------------___ w _______________
•
e
2·YEAR HVDROGRAPH
~ Itilp 23.33IiiP= 6.24 lC8rc1 IQfqp _ 1L I!l 1q2 It 1 It!
2.3331 0.18721 L_ _ -' _ __0' ,01 0.18721 01 2.3331 0.0
0.1 0.03---2.333 :-0~1872 4.666 0.624 lor 0.18721 or 2.333T 0.08
02 0.1 4.666 0.624 6.999 1.1856 2 0 0.1872 0 2.333 0.16
0.3 0.19 6.999 1.1656 9.332 1.93« 3 0.1872 ,0.624 2.333 4.666\ 0.3"
0.4 0.31 9.332 1.93« '11.685 2.9328 4' 0.1872 0.62~_ 2.~+ 4.~-!: O.~ ---•• "1;685 _ 2.9328 .J~ ~j!84 5 0.624
13.9961 4.11841 -16.3311, 5.11681 61 _0.624 5,~
.16 ... 3311_ ~.I~68L ~~I_ ,~~.L ___ L __ J _ _71 1.18561 1.93< 9.3:
'o.8r-0.931 111.6&41 -5.80321 20.9971. 13.1776\ 81 1.1856 ~
1.8
1.9
2
-~.~
0.931 ~7&96i_.5~1 30.3291 5.3664L.--. ___ .L__ _ 121 2.93281 4.11841 11.6651 13.9981 3.10
0.861-30.3291-5.311841 32.66g[_~86..72L_ _r--~--13I2.93281 4.11841 11.6651 13.9981 ~
0.781 . ~682~4.86721 34.9951 42432IL __ 1~14.JiIl4L5.11~L_l:J.~L ,16,3311 4.1: 'o~68r34.9951 4.24321 37.3281 3._1 , _____ 1 _-f5j-4.1184I .. 5.11681 13.9981 16.3311 4.s!
0.!i61 37.3281 3.49441 39.6811 2.87041 _L __ 161 4.11841 5.11681 '.J~9!I!I1_ !M~ll _ 4.9!
0.461 39.6611 2.87Q4I_MJ!I!4i 2.43361 _L _ 111-5.116615.S0321 16.3311 18:6641 5.31
2.21 0.211 -51.3281 1.31041 55.9921 0.9361 J 211 6.17761 6.241 20.9971 23.331 6.18 2.4 0.15 55.992 ,0.936 60.~ , .. _0,6811<4 _ __ , 22 6.1716, 624 _ 20.997 23.33 620 2.6--6:23
2.8 _~.2:l
0.055\ 89.99\ 0.3432\ 74.6561 024981 251 6.24\ 6.11761 23.331 25.6631 6.20
0.18096 26 6.1776 5.8032 25
0.13104 27 6.1776 5.8032 25.663.J._2I.~L 5.96
3.61 o.02W83.!I881 0.131041 66.654L _o.Q!I3EIL _ _ L _ _ _I _ __~L ~.8Cl3l!1 5.3664L 27.9961-30
3.81 0.0151 66.6541-0.09361 93.321-0]168&4, --,---'--29]--5.80321-5~ 27.9961 30 2 .:lgLo..~..J0L.:tl.8L...-Q.03121 301 5.80321 5.36641 27~i_3C).
4.61 0.0051107.3181 0.03121 116.~5L 01 311 5.36641 4.86721 3O~_32.6621 5;
"'---j
.651 01 01 01 3:21 5.36641 4.86721 30.3291 3:2.6621 ~
4.78
4.51
i>:I 37.3:28 4.24 .... ~ ., • .,., ~7.328 3.92
704
411 :1.6704
421 2.4336
~T-2.4336
. «I .. 2.4336 451' 2.0592
461 2.0592
-.-4'71...J-?472 481 1.7472
ltO
1.3'
Q.!
O.!
OJ
O.!
0.1 D.6i 0:6864
0.6864
.49441 34.9951 37.3281 3.' ,87041-37:3281 39.6';~ ,~_ :rr.~ . 39.66j3]i
2.43361 39.6611 41.9941 2.81
2.43361 39.6611 41.9941 2.6:
2.05921 41.9941 «~2.,1 ___ 2.~
5921 41.9941 «.3271-2.21
5921 41.9941 44.327
74721 «.327 1.9:
1:'74721--..... 46.1
!...31Q4.J. _ 46.66 51.3:
U041 4E 51,
t 51,
.2! 51.
55:
.J!. o. ,-0.686
().6IIIl
0.6864 0.72
0.4992 0.67
04<1!1? 0.63
0.49921 60.6581 6!103:!4L_Q.59
0;
----~.-,." ,'-J. r ... .. -..... ~ ... --
",.-'" 1:4 i-'i~" . ->-_ .. . ,.... .,.~., .~ 1, ~. .j\ ~ ---
I, \ • ~\ •• ..1
/". .' ~ , .'\\ .,.,.,.-:./~' '. ,"' ..-/
')! 1!1?2 rHf: PlUr:FS
2-YEAR tfYDROGRAPH
•
e
~-
0.6864 _0.4!192 60.658 65.324 0.55
0.6864 0.4992 60J -65.324 ~5! 0.4992 0.3432 65.3: 69.99
0.4992 0.:J.132 65.: 0.;
0.4992 ).3432 65.: j9.~ Jl.4
).49921 ).3432 65.: 0.3
0.3432 1911 1.65 [3:
).34 1.65 0.3
0.34
:34 0;
7' O~ o 180961 74.6561 79.:
761 0.24961 0.180961 74.6561 79.: . _
0.2496 0.18096 74.656 79.322\ 0.2.:i ~I~~~~~r-~~~~~--~
0]8096J 0.131041 79.3221 u_ 83.9881 0.11
0.180961 0.13104179.3221 83.9881 O.
0.180961' 0.131041 79.3221 83.9881 -Q.1;
8<1 9361 83.988J-81'-6541O:1:
85 9361 83.9881 88.6541 0:
8E ).09361 83.988188.6541 0.1' 8j ).09361 83.9881 8M54L ~
88 ).09361 83.9881 -68.6541 0.10 89 068641 -68.6541-93.32r-0.09
068641 !8.~1 93.321 _0.09
068641 68.6541 93.321 0:08
068641 u_ BB.6S4( 93.321 0.08
008641 68.6541 _93.321.0.07
0.008641 0.03121 -93.321107.3181 0.0
"" --0.06864 0.0312
0.06864 0.0312
0.008641 0.03121 93.321 107.3181 0.06
9:
9"~.~
93~
-101\0.068641 0.0312-r-91
1021 0.068641 0.03121 93.:
1031 0.068641 0.0312193;
11~
113
ffi i1ii
11E
i1ii
ffi
i22
123
124
125
126
127
0.068641 0.03121 93.321 107.3181 0.00
0.03121 01 107.318\. 116.651 0.00
1121---01107.3181-1f6.65J -0.00
1121 01 .107.318L 116.65\ ().()~
1121 '0Ij07.3181116:6510.00
3121 01 107.3181 116.651-0.00
3121 01 107.3181 116.651 0.0'
0.0312
0.0312
0.03121 -or-107~16.651-0.OC 6.amm O.OC 6.65 0 Q,Q<i 6.651 --or-O.
6.651 01 .0.00
0.1 Lac
O.DC
).()O
-.<l ~ .65 ).00
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(11 '(\~2TH{!n!.IJnS
/
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) '3tX' .. 5.rt1 >' 671. $-6 3 (rz~QIO V&,*,)
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