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SEDCAD 4 for Windows <br />Copyright 1998 Pamela J Scnwab <br />Civil Software Design <br />• <br />Structure Detai/: <br />Structure #1 (Null) <br />CULVERT IA <br />Structure #2 (Pond, <br />POND6 <br />Pond Inputs: <br /> Initial Pool Elev: 7,073.00 <br /> Initial Pool: 5.43 ac-R <br /> `Sediment Storage: 6.48 ac-R <br /> Dead Space: 20.00 <br />*Sediment capacity based on Average Annual R of 30.0 for 1 year(s) <br />Drop Inlet <br />Riser ~' Barrel <br />Diameter Riser eight ~ Diameter LeBa~~elft Barr%lope I Manning's n Spillway Elev <br />(in) ( ) (in) 9 ( ) ( ) <br />24.00 6.30 ~' 24.00 150.00 3.00: 0.0240 7,073.00 <br />• Emergency Soillwav <br />Spillway Elev Crest Length Lek Rlght Bottom <br />(R) Sideslope Sideslope Width (R) <br />7,075.50 50.00 3.00:1 3.00:1 15.00 <br />Pond Results: <br />Peak Elevation: 7,075.49 <br />H'graph Detention Tme: 2.23 hrs <br />Pond Model: CSTRS <br />Dewater Tme: <br />Trap Efficiency: 0.96 days <br />65.25 <br />Dewatering time is calculated from peak stage to lowest spillway <br />Elevation-Caoacity-Discharcle Table <br />• <br />Filename: POND6V sc4 <br />6 <br />Printed 03-08-2000 <br />