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SEDCAD 4 for Windows <br />c.....,.~~ro ~ooa o~.wi~ i c~n,.,~n <br />Structure Detai/; <br />Structure #1 (Pondl <br />Truck Loop Pond <br />Pond Inputs: <br />Initial Pool Elev: 6,401.50 <br />Initial Pool: 1.44 ac-R <br />*Sedimen[ Storage: 0.13 ac-R <br />Dead Space: 20.00 <br />*Sediment capacity based on Average Annual R of 10.0 for 10 year(s) <br />Straight Piae <br />Barrel Barrel Entrance Tailwater <br />Barrel Manning's Spillway <br />Diameter Length Loss Depth <br />Slope (%) n Elev <br /> <br />(In) (R) Ccefficienk (R) <br />12.00 64.00 1.15 0.0240 6,401.50 0.90 0.00 <br />Pond Results: <br />Peak Elevation: 6,402.00 <br />H'graph Detention Tme: 1.16 hrs <br />Pond Model: CSTRS <br />Dewater Time: 0.54 days <br />Trap Efficiency: 94.64 "/° <br />Dewatering time is calculated from peak stage to lowest spillway <br />Elevation-Capacity-Discharge Table <br /> <br />Elevation Area <br /> <br />(ac) Capacity <br /> <br />(ac-ft) Discharge Dewater <br />Time <br />(cfs) (hrs) <br />6,395.19 0.113 0.000 0.000 Top of Sed. Storage <br />6,395.60 0.141 0.052 0.000 <br />6,396.00 0.170 0.114 0.000 <br />6,396.10 0.172 0.132 0.000 <br />6,396.60 0.182 0.220 0.000 <br />6,397.00 0.190 0.294 0.000 <br />6,397.10 0.192 0.314 0.000 <br />6,397.60 0.202 0.412 0.000 <br />6,398.00 0.210 0.494 0.000 <br />6,398.10 0.213 0.516 0.000 <br />Filename: Truck Pond 26y24hr.sc4 <br />Printed 03-26-2D06 <br /> <br /> <br />• <br />I1• ICi.I$ <br />