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• Typical SEDCAD~ Input <br />Impoundments, Ditches end Culverts <br /> Line <br />Code <br />Parameter Typical <br />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 /> Natershed identification code As Applicable <br /> 2 Storm Type "0" 2;0 <br /> 3 P1; P2; SDUR1; SDUR2; Time 3; 2.1; 1.9; D; 24; b; 0; <br /> Increment; "1" 0.1; 0 <br /> P1=Precip. depth in inches of <br /> initial storm <br /> P2=Precip. depth of em. spillray <br /> storm (arbitrary if no em. spillray) <br /> SDUR1=Storm duration of intial storm <br />• SDUR2=Storm duration of em. spi p ray <br /> storm <br /> 4 Number of Junctions; Hydrology option 1;2 <br /> Hydrology option - 1 = Hydrology only '~ <br /> ` <br /> 2 = Hyd. 8 Sedimentology <br /> 5 Number of br anthes on J1; on J2; <br /> on J3 ... 1 <br /> b Specific gravity; "1.5"; Submerged <br /> bulk spec. grav. 2.5; 1.5; 1.25 <br /> 7 No. of particle size diet; No. of <br /> data values per disc. If running <br /> hydrology only, use "1"; "2" <br /> (dummy values) 1; 15 <br /> 8 Particle size 1; PS 2; P53 ... As applicable; As <br /> applicable; ... etc. <br /> 9 Percent finer 1 for dist. 1; PF 2 for <br />. diet. 1, ... If running hydrology <br />nl <br />e "100" <br />"0" (dum <br />v <br />lu <br />) <br />ured <br />As mea <br />As <br />measured <br /> o <br />y, us <br />; <br />my <br />a <br />es ; <br />s ; <br /> [Repeat 9 for up to 4 distributions] ... etc. <br />Revised 03/01/95 <br />