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<br />~ <br /> <br />TABLE IV-5 <br /> <br />f10NTROSE <br />URBAN DRAINAGE SUBB,~SJ N DATA <br />---- . <br /> <br /> Area Design Tri butary <br /> Des i gnat i on Point Area <br /> -- W-l (Acres) <br /> WA /4 0 <br /> W-2 WB 62 0 <br /> W-3 we 84 D <br /> W-4 WD 65 O. <br /> W-5 WE 26 O. <br /> W-6 WF 89 O. <br /> W-7 we 53 D. <br /> W-8 WG 43 O. <br />I 11 *# 7 O. <br /> W-9 WF 63 0 <br /> W-IO WH 42 0 <br /> W-ll WI 32 0 <br /> W-12 WJ 58 0 <br /> W-13 WK 27 0 <br /> W-14 ~JK 72 0 <br /> W-15 WL 52 0 <br /> W-16 WM 16 0 <br /> T-l TA 114 0 <br /> 13*# 9 0 <br /> 15*# 17 0 <br /> T-2 12* 18 0 <br /> T-3 14* 15 0 <br /> T-4 TO 24 0 <br /> T-5 TE 51 0 <br /> , T-6 TF 69 0 <br /> T-7 TG 38 0 <br /> T-8 8* 87 0 <br /> T-9 10* 57 0 <br /> T-I0 9* 19 0 <br /> T -11 TK 20 0 <br /> T-12 TN 18 0 <br /> T -13 6,7* 34 0 <br /> T-14 TN 43 0 <br /> T-15 TO 59 0 <br /> T-16 TO 97 0 <br /> T-17 TP 33 0 <br /> T-18 T(J 65 0 <br /> -- T-19 TQ 63 0 <br /> <br />C*k <br /> <br />.25 <br />.30 <br />.20 <br />35 <br />20 <br />20 <br />60 <br />70 ' <br />90 i <br />.25 <br />.40 <br />,20 <br />.20 <br />.30 <br />.45 <br />.45 <br />.20 <br /> <br />.70 31 <br />.4D 20 <br />.65 22 <br />.40 15 <br />.40 15 <br />.40 17 <br />.40 24 <br />.65 23 <br />.65 17 <br />.70 23 <br />.40 25 <br />.85 11 <br />.65 18 <br />.60 21 <br />.65 16 <br />.65 11 <br />.3D 27 <br />.20 43 <br />.20 30 <br />.20 19 <br />.30 22 <br /> <br />tc <br />(min <br />jB <br />32 <br />38 <br />32 <br />28 <br />37 <br />20 <br />19 <br />17 <br />43 <br />21 <br />27 <br />30 <br />19 <br />32 <br />27 <br />23 <br /> <br />~[(j(f'Yi;~- <br />I ntens Hy <br />~l i n/tll:)_ <br />1.20 <br />1.62 <br />1. 20 <br />1. 62 <br />L80 <br />1. '.;0 <br />2.12 <br />2.17 <br />2.30 <br />1.35 <br />2.70 <br />1.80 <br />1. 70 <br />2.17 <br />1. 62 <br />1.80 <br />1. 97 <br /> <br />1.65 <br />2.12 <br />;~. 05 <br />2.45 <br />?45 <br />2.30 <br />1. 95 <br />1.97 <br />Z.30 <br />1. 97 <br />1.90 <br />2'.3D <br />2'.25 <br />2.70 <br />2.37 <br />2.30 <br />1.80 <br />1.35 <br />1. 70 <br />:2.17 <br />2..05 <br /> <br />--SYr:- <br />lntensit <br />Ii n/hr) <br />.-I.O:-'J()-- <br />0.75 <br />0.70 <br />0.75 <br />0.87 <br />0.72 <br />1.05 <br />1.07 <br />1.]2 <br />0.65 <br />1.0 <br />0.87 <br />0.82 <br />L07 <br />0.75 <br />0.87 <br />0.97 <br /> <br />0.80 <br />1.05 <br />1.00 <br />1.20 <br />1. 20 <br />1.12 <br />0.95 <br />0.97 <br />1.12 <br />0.97 <br />0.90 <br />1.12 <br />1.10 <br />1.00 <br />1.15 <br />1.1:2 <br />0.87 <br />D.6!3 <br />0.8:~ <br />1.07 <br />l.OO <br /> <br /> 100 Yr. 5 Yr. <br />,y Flow Flow <br />(efs) (efs) <br /> 28 1J <br /> 38 14 <br /> 25 12 <br /> 46 17 <br /> 12 5 <br /> 33 13 <br /> 84 33 <br /> 82 32 <br /> ]4 7 <br /> 27 10 <br /> 57 17 <br /> 14 6 <br /> 25 10 <br /> 22 9 <br /> 65 24 <br /> 53 20 <br /> 8 3 <br /> 165 64 <br /> 8 4 <br /> 23 11 <br /> 22 9 <br /> 18 7 <br /> 28 II <br /> 50 J9 <br /> 110 43 <br /> 71 28 <br /> 120 59 <br /> 54 21 <br /> 37 18 <br /> 29 14 <br /> 36 II <br /> 52 25 <br /> 64 31 <br /> 40 15 <br /> 33 13 <br /> 14 6 <br /> 35 14 <br /> 32 20 <br />.-' <br /> <br />----.---. -.-- <br /> <br />* Identified drainage problem area. <br />. Noted subbasin contained within prior designated subbasin(s) <br />(see Figure IV-7). <br />** Compos ite <br /> <br />l. <br />, I <br />