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i\ <br />CFS 1 t 1 <br />I ! t <br />I 1 1 <br />2.BAA - t t <br />1 t t <br />t t <br />I t t <br />I 1 t <br />1 1 t <br />! t 1 <br />1 t t <br />1 1 t <br />1.118 - t ! <br />1 t 11 <br />1 If !1 <br />I 1 to <br />1 tt It <br />I Ilttt flit <br />1 tttltl tplltt <br />1 litlttttl ttltlittlt <br />It <br />0.020 tt-------- I --------- I --------- 1--------- 1--------- I --------- 1--------- I --------- I- <br />9.1 4.1 8.0 12.0 16.1 21.1 24.6 28.0 72.1 <br />LOCATION NO. i FLOW SUM TIME IN HOURS <br />SURFACE INLET HYOROBRAPH FLOW SJMMATION FOR ALL INLETS <br />1 <br />ttlitt►ittlltlitgttttitftlittltttttlitttttttl <br />1 Suuary of quantity results fflow in cis) 1 <br />tttlltlltlttl►ittlttllttlttltittltttlttitltlit <br />RUNOFF FROM ROOF DRAIN, EAST 4044 6 40-06 BLD3. <br />LOYR-24HR STORM EVENT <br />Chan/lnit Chan/lnit Char/lnit <br />1 <br />1 <br />I <br />1 <br />I <br />1 <br />I <br />I <br />I <br />36.2 41.0 <br />781 <br />1301 <br />37 <br />Date <br />Tiae <br />Flow <br />Flow <br />Flow <br />Ma/Da/Yr <br />Hr:Mir <br />Cfs <br />Cfs <br />Cfs <br />91 9/91 <br />0 5 <br />0.111 <br />0.112 <br />1.100 <br />9/ 9/91 <br />1 11 <br />1.812 <br />1.119 <br />6.881 <br />9/ 9/91 <br />/ 15 <br />1.117 <br />1.121 <br />1.111 <br />9/ 9/91 <br />1 21 <br />1.114 <br />1.137 <br />1.187 <br />9/ 9/91 <br />1 25 <br />1.123 <br />1.154 <br />1.123 <br />9/ 9/91 <br />/ 31 <br />8.132 <br />1.969 <br />1.147 <br />_ 9/ 9/91 <br />1 35 <br />1.141 <br />1.181 <br />1.074 <br />9/ 9/91 <br />1 41 <br />1.146 <br />1.191 <br />1.199 <br />9/ 9/91 <br />1 45 <br />1.152 <br />1.111 <br />1.121 <br />9/ 9/91 <br />1 51 <br />1.150 <br />1.113 <br />1.139 <br />' 9/ 9/91 <br />1 55 <br />1.165 <br />1.124 <br />8.157 <br />9/ 9/91 <br />1 1 <br />1.671 <br />8.134 <br />1.175 <br />9/ 9/91 <br />1 5 <br />6.075 <br />0.141 <br />1.192 <br />�. 9/ 9/91 <br />1 11 <br />8.679 <br />8.145 <br />1.286 <br />9/ 9/91 <br />1 15 <br />6.881 <br />0.148 <br />1.216 <br />9/ 9/91 <br />1 21 <br />0.8B2 <br />8.151 <br />0.224 <br />_ . 9/ 9/91 <br />1 25 <br />8.183 <br />1.151 <br />0.229 <br />