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Typical SEDCAD Input <br />• <br />Line Typical <br />Code Parameter Input <br /> Time of day of file creation System Input <br /> Date of file creation System Input <br /> Name of person creating file As Applicable <br /> Watershed identification rode As Applicable <br />2 Storm Type ; "0" 2;0 <br />3 P1; P2; SDUR1; SDUR2; Time 3; 2.1; 1.9; 0; 24; 6; 0; <br /> Increment; "1" 0.1; 0 <br /> P1=P recip. depth in inches of <br /> initial storm <br /> P2=Preci p, depth of em. spillway <br /> storm (arbitrary if no em, spillway) <br /> SDUR1=Storm duration of intial storm <br /> SDUR2=Storm duration of em. spillway <br /> storm • <br />4 Plumber of Junctions; Hydrology option 1;2 <br /> Hydrology option - 1 = Hydrology only <br /> 2 = Hyd, & Sedimentology <br />5 IJumber of branches on J1; on J2; <br /> on J3 ... 1 <br />6 Specific gravity; "1.5"; Submerged bulk <br /> spec. gr av. 2.5; 1.5; 1.25 <br /> No. of particle size dirt; No. of data <br /> values per dirt. If running hydrology <br /> only, use "1"; "2" (dummy values) 1; 15 <br />8 Particle size 1; PS 2; P53 ... As applicable; As <br /> applicable; ... e[c. <br />9 Percent finer 1 for dist. 1; PF 2 for <br /> dist. 1, ... If running hydrology only, <br /> use "100"; "0" (dummy values) (Repeat 9 for As measured; As measured; <br /> up to 4 distributions] ... etc. <br /> <br />P.evi sed OS/O1/?9 <br />