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• Typical SEDCAD~ Input <br />Impoundments <br /> Line Typical <br /> Code 'a rameter Input <br /> <br /> 10 No. of structures on J1, B1 [; No. on J1, <br /> <br /> 11 Travel time, Musk. K; Musk. % <br /> [Repeat 10 6 11 for all structures] 0; 0; 0 <br /> 12 No, of 5195 for structure; structure type; <br /> "1"; "1"; hydrograph print opt <br /> hydrograph print option - "1"=NO, "2"=Yes 1; 2; 2; 1; 1 <br /> 13 SWS area; curve number; t. coot; travel time; As measured; As determined; <br /> MK; M%; "1"; hydrologic response type As calculated; 0; 0; 0; 1; <br /> (1,2,3); RUSLE or MUSLE or SLOSS 2; 0 <br /> For hydrology only, travel time = 0 <br />• For only 1 SWS, MK b M% = 0 <br />If u <br />RUSLE <br />in <br />us <br />"-1" <br /> , <br />g <br />s <br />e <br /> If using MUSLE, use "0" <br /> If using SLOSS, use number of segments <br /> 14 K factor; length; slope; CP factor; Part. As determined; As measured; <br /> dirt. #;"0"; "0"; "0" [; surf. cond; As calculated; As <br /> seg area; "SO"] de termined; 1 <br /> [For Hydrology ONLY, enter "0"; ""0"; <br /> nDu~ nDn aDn] <br /> (Brackets indicate SLOSS input parameters - <br /> Repeat 14 for ea th SLOSS segment] <br /> (Repeat 13 d 14 for each No. of SY1S for the <br /> s tr uctureJ <br /> Enter Structure Data [NULL structure return to <br /> line code 12]: <br />• <br />