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Civil Software Design -- SEDCAD+ Version 3.1 Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. Company Name: ACZ, INC. • Filename: C:\683\A25AE User: TEL Date: 12-12-1996 Time: 15:35:53 HAYDEN GULCH LOADOUT: AREA 2 SAE Storm: 1.70 inches, 10 year-24 hour, SCS Type II Hydrograph Convolution Interval: 0.1 hr --------------------------------------------- --------------------------------------------- SUBWATERSHED/STRUCTURE INPUT/OUTPUT TABLE --------------------------------------------- --------------------------------------------- -Hydrology- JES SWS Prea (ac) ------------------------- ------------------------- 111 1 0.40 T 111 Structure 0.40 Base- Runoff Peak CN UHS Tc K X Flow Volume Discharge (hrs) (hrs) (cfs) (ac-f t) (cfs) ------------------------------------------------------ ------------------------------------------------------ 62 M 0.100 0.000 0.000 0.0 0.00 0.00 rpe: Null Label: AREA 1 SAE 0.00 111 Total IN/OUT 0.40 0.00 0.00 ------------------------------------------------------------------------------ ------------------------------------------------------------------------ --------------------------------------------- --------------------------------------------- SUBWATERSHED/STRUCTURE INPUT/OUTPUT TABLE -Sedimentology- SED: Sediment SCp: Peak Sediment Concentration SSp: Peak Settleable Concentration 24VW: Volume Weighted Average Settleable Concentration - Peak 24 hours 24AA: Arithmetic Average Settleable Concentration - Peak 24 hours PS JBS SWS K L S CP Tt # SED SCp SSp 24VW 24AA (ft) (3) (hrs) (tons) (mg/1) (ml/1) (ml/1) (ml/1) ----------------------------------------------------------------------------- R 111 1 0.32 30.0 50.0 0.027 0.000 1 0.0 Type: Null Label: AREA 1 SAE 111 Structure 0.0 _____________________________________________________________________________ 111 Total IN/OUT 0.0 0 0.00 0.00 0.00 _____________________________________________________________________________