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• Typical SEDCAD~ Input <br />Impoundments, Ditches and Culverts <br />Line <br />Code <br />Parameter Typical <br />Inbut <br /> POND: <br />15 Time increment; "1"; dead space; 0.1; 1; 20; 0; 1; 1 <br /> volume; elev; ems volume - 0 = no volume <br /> calculated by digitizer 1 = volume to <br /> follow - calculated by digitizer <br /> elev - 0 no elevation data entered (only <br /> stage data) 1 = elevation date to follow <br /> ems - 0 = no emergency spillway at this <br /> structure 1 = emergency spillway end <br /> parameters will follow <br />16 "1"; "0"; i< stage points; "500"; 1; 0; As measur ed; 500; 1; <br /> discharge opt; hydrograph print opt; 1; 2; 0 <br />• CSTRS hydrograph print option - "1"=N O, <br /> "2"=yes <br /> Discharge opt - 1 = input own discharge <br /> 2 = Drop inlet ~~ <br /> <br /> 3 = trickle tube <br /> 4 = perforated riser <br /> CSTRS - number of Continuous stirred type <br /> reactors: <br /> "0" if running hydrology only) (will not run <br /> unless this is 0) <br /> "0" if running DEPOSITS (hydrology 8 <br /> sedimentology) <br /> "2" if running CSTRS (hydrology 8 <br /> sedimentology) <br />17 Elev 1, elev. 2, ... up to number of stage <br /> stage points [This line is skipped As applicable, As <br /> if elev in line code 15 fs O] applicable, ... etc. <br />• <br />18 Stage 1, stage 2, up to number As applicable; As <br /> of stage points applicable, ... etc. <br />Revised 03/01/95 <br />