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Typical SEDCAD+ Input <br /> Diversions and Impoundments <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 code 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=Precip. depth in inches of <br /> initial storm <br /> P2=Precip. 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 Number of Junctions; Hydrology option 1;2 <br /> Hydrology option - 1 = Hydrology only <br /> 2 = Hyd. & Sedimentology <br /> 5 Number of branches on J1; on J2; <br /> on J3 . . . 1 <br /> 6 Specific gravity; "1.5"; Submerged <br /> bulk spec. gray. 2.5; 1.5; 1.25 <br /> 7 No. of particle size dirt; No. of <br /> data values per dirt. If running <br /> hydrology only, use "1"; 112" <br /> (dummy values) 1; 15 <br /> 8 Particle size 1; PS 2; PS3 . . . As applicable; As <br /> applicable; . . . etc. <br /> 9 Percent finer 1 for dist. 1; PF 2 for <br /> dist. 1, . . . If running hydrology <br /> only, use "100"; "0" (dummy values) As measured; As measured; <br /> [Repeat 9 for up to 4 distributions] . . . etc. <br /> Revised 05/24/91 <br />