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<br /> __ "ilIl._' .. ~n " ,.. ~""'- :;....~t
<br /> "" OF OR RAINGAOE' NUMBER 1 RAINFALL HISTORY IN INCHES P;R HOUR - "'<4 PA:'"' '(/IJq-:- ;c"~-ERH (,-,."" f4r'" ~.,n 1,l'l4J r;>A~~ ---rRlPU""M'>~
<br /> .9. 1....... ,. /6 ....22 7.68 3.3... 2.....
<br /> 1. 22 .92 0.00 t::;;
<br /> v lSUBAREA GUTTER WIDTH AREA PERCENT SLOPE RESISTANCE FACTOR SURFACE STORAGE e IN) INFIL TRATION RATEON/HR) GAGE
<br /> nunilt:k UK n~NHUU, j~~~ \~L:I .lMt'i:.f\V. H l/f-f} IMr'Er:V. PERV. IMPERV. F'ERV. MAXIMUM MINIMUM DECAY RATE NO
<br /> 2 i '0'1 40,0 ,0070 ,016 :250 .1()(', :400 2,00 1,00 ,00115
<br /> 750. 30.0 40.0 .0230 .016 .250 ; i66 .400 2.00 1.00 .00115 1
<br /> "" 3 31 1700. 31.0 10.0 .0160 .016 .250 .100 .400 2.00 1.00 . 00115 I ..~
<br /> 4 2 1350. 39.0 50.0 .0180 .016 .2'50 .100 .400 10.00 2.00 .00115 I
<br /> 5 2 1350. 4.0 50.0 .0150 .016 .250 .100 .400 8.00 2.00 .00115 1
<br /> . 6 11 1300. 73.0 30.0 .0050 .016 .250 .100 .400 6.00 1. 00 .00115 1 G
<br /> i ~ .. J '-' 7 12 1750. 70.0 30.0 .OOBO .016 .250 .100 .400 6.00 1.00 .00115 1
<br /> J 11 3 4500. 57.0 7.0 .0140 .016 .250 .100 .400 10.00 1.00 .00115 1
<br /> 12 3 4500. 91.0 7,0 .0140 .016 .250 .100 .400 6.00 1.00 .00115 1
<br /> J 13 14 1850. 170.0 7,0 .0090 .016 .250 .100 .400 6.00 1.00 .00115 1 .J
<br /> "" 113 114 8587. 276.0 7.0 .0240 .016 .250 .100 .400 6.00 1.00 .00115 1
<br /> :,)" 14 13 6500. 350.0 7.0 .0170 .016 .250 .100 .400 6.00 1.00 .00115 1
<br /> l~ 15 8000. 190.0 7.0 .0240 .016 .250 .100 ,408 6.00 1.00 .00115 1
<br /> 4 1500. 215.0 7,0 .0270 .016 .250 .100 ,40 6.00 1.00 .00115 1 "
<br /> '-' 19 5 1'00, 48.0 7,0 .0310 .016 .250 .100 .400 6.00 1.00 .00115 1 oJ
<br /> 20 5 300. 11.0 7,0 .0280 .016 .250 .100 .400 2.00 1.00 .00115 1
<br /> 21 21 2500. 44.0 7.0 .0210 .016 .250 .100 .400 10.00 1.00 .00115 I
<br /> \ 22 21 2500. 85.0 7,0 .0170 .016 .250 .100 .400 2.00 1.00 .00115
<br /> '-' 23 22 2000. 135.0 7.0 .0250 .016 .250 - .100 .400 2.00 1.00 .00115 1 C;J
<br /> 24 22 2000. 31.0 7,0 .0200 .016 .250 .100 .400 2.00 1.00 .00115 I
<br /> 25 23 3800. 175.0 7,0 .0250 .016 .250 .100 .400 2.00 1.00 .00115 1
<br /> 26 6 1200. 11.0 7,0 .0270 .016 .250 .100 .400 6.00 1.00 .00115 1 U
<br /> '-' 27 6 1200. 27.0 7.0 .0330 .016 .250 .100 .400 2.00 1.00 .00115 1
<br /> 28 16 1800. 48.0 7.0 .0350 .016 .250 .100 .400 2.00 1. 00 .00115 1
<br /> 29 16 1800. 42.0 7,0 .0350 .016 .250 .100 .400 2.00 1.00 .00115 1
<br /> 30 7 2400. 76.0 7.'0 .'036'0 .016 .25'0 .1'00 .400 2.0'0 1.00 .'00115 1
<br /> '-' 31 7 2400. 150.0 7.0 .0240 .016 .250 .100 .40'0 2.00 1.00 .00115 1 0
<br /> 32 S 2000. 38.0 7.0 .0360 .016 .250 .100 .40'0 2.00 1.00 .00115 1
<br /> 33 17 5'0'00. 390.'0 7,0 .'0200 .016 .25'0 .100 .400 2.'0'0 1.00 .00115 1
<br /> 34 8 20'00. 380.'0 7,0 .02'0'0 .016 .250 .1'0'0 .4'0'0 2.'00 1.00 .'00115 1
<br /> '-' 35 9 14'00. 16.0 7,0 .0170 .'016 .25'0 .10'0 .400 2.00 1.00 .'00115 1 J
<br /> 36 9 14'00. 24.0 7,0 .'0130 .'016 .250 .100 .4'00 2.0'0 1.'0'0 .0'0115 1
<br /> 37 10 4500. 470'8 7,0 .'0220 .016 .250 .1'00 .400 2.00 1.00 .00115 1
<br /> 61 61 800. 11, 2'0.0 .0'06'0 .016 .250 .100 .400 2.00 1.00 .'00115 1
<br /> '-' 62 62 10'00. 20.'0 17.'0 .100'0 .'016 .250 .1'0'0 .4'0'0 2.'00 1.00 .00115 1 J
<br /> OTOTAL NUMBER OF SUSCATCH"fNTS' 3~ ._---.
<br /> -OTOTAL TRIBUTARY ARE"A--(ACR 5),--"3 ~\YiJ-------
<br /> 1 WIDTH INVERT SIDE SLOPES OVERBANK/SURCHARGE
<br /> '-' GUTTER GUTTER NDP NP OR DIAM LENGTH SLOPE HORIZ TO VERT MANNING DEPTH JK ..)
<br /> NUMBER CONNECTION (Fl) (Fl) (FT/FT) L R N eFT)
<br /> 1 30 0 1 CHANNEL 50.'0 125'0. .0110 25.0 4,0 .035 4.00 1
<br /> '-' 2 1 0 1 CHANNEL 2~.~ 140'0. .~~z~ ...~.~ "'~.~ .'035 6.'00 1
<br /> , , 0 , CHANNEL 32'0'0. .'045
<br /> . 'j 0 i CHANNEL 5:0 1900. :0120 20:0 20:0 .045 4:00 i
<br /> 35 4 12 3 1,0 1. .0'01'0 10.0 1'0.0 .035 2'0.00 24
<br /> '-' DIVERSION TO GUTTER NUMBER 24 TOTAL a VS DIVERTED a IN CFS
<br /> 0.0 0.0 253.0 0.0 26'0.'0 7.0 280.0 27.0 300.'0 47.0 325.0 72.0
<br /> 36'0.'0 1'03.'0 4'0'0.'0 147.'0 450.0 197.'0 500.'0 247.0 550.0 297.0 600.0 347.0
<br /> 34 35 8 2 PIPE 2.2 34, .'0100 0,0 0.0 .014 2.2'0 0
<br /> '-' RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW
<br /> 0,0 0,0 .3 0.0 7,5 12.'0 15.9 28.0 24.9 37.0 32.6 448.0
<br /> :J4.v 1296.v 71.'0 4'0'00.0
<br /> 5 34 0 1 CHANNEL 5,0 10'0'0. .'0'08'0 15.'0 15.0 .045 4.00 1
<br /> '-' 6 5 0 1 CHANNEL 5.0 1300. .'012'0 15.'0 15.0 .045 4.'0'0 1 --
<br /> 21 5 0 1 CHANNEL 5,0 4200. .'015'0 4'0.0 4'0.0 .045 4.'00 1
<br /> .~. 22 21 0 1 CHANNEL 5,0 2'000. .'0120 25.'0 25.0 .045 4.'0'0 I
<br /> 23 22 0 1 CHANNEL 5.0 2800. .'0140 3'0.'0 30.'0 .'045 4.'0'0
<br /> '.;ji.', I..- 16 6 0 1 CHANNEL 5,0 35'0'0. .0310 15.'0 15.0 .'045 4,0'0 1
<br /> , 33 6 15 2 PIPE .1 1. .0010 0.0 0,0 .024 .10 0
<br /> RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW
<br /> , 0,0 0.0 ,0 2,4 .0 17.4 .6 61.4 1.4 127.2 2,4 198.5
<br /> .0 l..- ... 251.7 5.4 279.'0 7,3 302.'0 9.5 322.'0 12.4 344.0 13.4 364.'0
<br /> :.' 14,8 478.'0 16.3 744.Q 19.!'> 12Q1,0
<br /> li'~ 7 33 " -. . CHANNEL 5,0 2900. .0070 20.0 20.'0 .045 4.00 1
<br /> 8 7 0 CHANNEL 5.0 1000. .01'00 25.0 25.0 .045 4.00 1
<br /> ~, "" 9 S 0 CHANNEL 5.0 2250. .0130 40.0 40.0 .045 4.00 1
<br /> i7 8 0 CHANNEL 5.0 2200. .0160 15.0 15.0 .045 4.00 1
<br /> t t~ i 0 CHANNEL 5.0 5500. .0110 3'0.0 30.0 :g1~ i:gg 1
<br /> 20 CHANNEL 50.0 1100. .0030 10.0 10.0 .
<br /> "-' T:1'l~ :/o,l ~:;.~ ,., r 1.l~: r.:~ r1.l I"'[;"C
<br /> 2 ~'3 '0.0."--- A;;!..4' .. .6 2.6 1.5 2,8 2.2 2,9 2.8 301 3.3
<br /> 3,~ 3,7 3,~ 4,0 3.6 4.3 3,9 4.6 4,3 4.7 4.6 4,5
<br /> 4, 4,3 5, 3,9 5,6 3,4 5.9 2.8 6.3 2,1 6.6 1.4
<br /> .... 6,9 ,6 7.3 0.0 --'
<br /> 39 60 8 3 1.0 1. .0030 10.0 10.0 .035 20.0'0 11
<br /> DIVERSION TO GUTTER NUMBER 11 TOTAL G VS DIVERTED 0 IN CFS
<br /> .... 0,0 0,0 5,0 0,0 20.0 0.0 52.0 0,0 61.0 7.0 137.0 81.0
<br /> 332.0 274.0 618.0 :S::i8.0 v
<br /> . .~ 60 61 0 2 PIPE 10.0 50. .0100 0,0 0.0 .035 10.00 1
<br /> 61 62 0 1 CHANNEL 5,0 950. .'0060 2.0 2,0 .045 5.00 1
<br /> "-' 62 63 0 1 CHANNEL 5,0 95'0. .0060 2.0 2.'0 .045 5.0'0 1
<br /> .... 63 30 0 1 CHANNEL 5.0 2900. .0060 2.0 2,0 .045 5.00 1 ...I
<br /> " 37 38 0 3 10.0 1, .0010 10.0 10.'0 .'035 2'0.00 1
<br /> 38 39 12 2 PIPE 01 " .0010 0,0 0.0 ,035 .10 0
<br /> \il RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW
<br />"J , ".. n-f 0,0 0,0 .0 2,0 ,2 39.0 1,0 42.0 2;,7 ,~~4;,O 601 47.0 J
<br /> '0 0 p, .0 0 o. 0 " ^ "' , '"' ^ "'1.or; ~~~.I' '"
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