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• <br />Typical SEDLAD Input <br />Impoundments <br />Line Typical <br />Code Parameter Input <br /> POND: <br />15 Time increment; "1"; dead space; volume; el ev; 0.1; 1; 20; 0; 1; 1 <br /> ems volume - 0 = no volume calculated by <br /> digitizer 1 = volume to follow - calculated <br /> by digitizer <br /> elev - 0 = no elevation data entered (only <br /> stage data) 1 = elevation data to follow <br /> ems - 0 = no emergency spillway at this <br /> structure 1 = emergency spillway and <br /> parameters will follow <br />16 "1"; "0"; ~ stage points; "500"; discharge 1; 0; As measur ed; 500; 1; <br /> opt; hydrograph print opt; CSTRS 1; 2; 0 • <br /> hydrograph print option - "1"=No, "2"=Yes <br /> Discharge apt - 1 = input own discharge <br /> 2 = Drop inlet <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 01 <br /> "0" if running DEPOSITS (hydrology R <br /> sedime rtology) <br /> "2" if running CSTRS (hydrology b sedimentologyl <br />17 El ev 1, elev. 2, ... up to number of stage <br /> points [This line is skipped if elev in line As applicable, As <br /> code 15 is O] applicable, ... etc. <br />1B Stage 1, stage 2, ... up to number of stage As applicable; As <br /> paints applicable, .., etc. <br />19 ,area 1, area 2, ... up to number of stage As applicable, As • <br /> points applicable, ... etc. <br />