Laserfiche WebLink
SEDCAD 4 for Windows <br />c..,.,~~n~ won a„mom i cnn~~=n <br />Structure #S (Nul/~ <br />SIIPM-14 <br />Structure #7 ~Nul~ <br />SIIPM-12 LOWER <br />Structure #9 (Pond1 <br />POND 004 <br />Pond Inputs: <br />12 <br />Initial Pool Elev: 6,948.52 <br />Initial Pool: 4.54 ac-k <br />*Sediment Storage: 3.77 ac-k <br />Dead Space: 20.00 <br />*Sediment capacity based on Average Annual R of 10.0 for 600 year(s) <br />Emeroencv Soillwa <br />Spillway Elev Crest Length Left Right Bottom <br />(k) Sideslope Sideslope Width (ft) <br />6,950.15 40.00 4.00:1 4.00:1 12.00 <br />Straight Pipe <br />Barrel Barrel Entrance Tailwater <br /> Barrel Manning's Spillway <br />Diameter Length Loss Depth <br /> Slope (%) n Elev <br />(in) (k) Coefficient (ft) <br />8.00 55.00 1.00 0.0190 6,948.17 0.90 0.00 <br />Pond Results: <br />Peak Elevation: 6,949.00 <br />H'graph Detention Time: 9.10 hrs <br />Pond Model: CSTRS <br />Dewa[er Time: 1.79 days <br />Trap Efficiency: 94.12 <br />Dewatering time is calculated from peak stage to lowestspil/way <br />Elevation-Capacity-Discharge Table <br /> <br />r~ <br />f-~J <br /> <br />Filename: Pontl 004 TR-42 Storage Capacity Review 09_07.scA <br />Printed 08-29-2007 <br />TR-42 7-6c.1A-12 Revised 09/07 <br />