Laserfiche WebLink
Typical SEDCAD Input <br />• ; <br />Impoundments, Ditches end Culverts <br /> Line Typical <br /> Code Parameter Input <br /> <br /> 27 "Reserved variables - do not change" <br /> [This line fs skipped it volume in <br /> line code 75 is O] Not Applicable <br /> 28 "Reserved variables - do not change" <br /> [This line is skipped if volume in <br /> line code 15 is O] Not Applicable <br /> [Return to line code 12 for next structure] <br /> GRASS FILTER: <br /> 29 No. of fitter Begs; hydrograph print Generally Not Applicable to <br /> opt; bulk specific gravity; initial Diversion or impoundment Design <br /> depth of sediment <br />• h <br />dro <br />ra <br />rint o <br />h <br />tio <br />- "1"=N O <br />"2"=Y <br /> y <br />g <br />p <br />p <br />p <br />n <br />, <br />es <br /> 30 Manning's n; grass height; filter Generally Not Appl iceble to <br /> length; grass spacing; filter slope; Diversion or Impoundment Design <br /> filter width; infiltration rate; ,~ <br /> t <br /> stiffness factor <br /> [Repeat line code 30 for each filter segment] <br /> [Return to line code 12 for next structure] <br /> CNECK DAM: <br /> 31 bed slope; porosity; Manning's n; Generally Not Applicable to <br /> sideslape; dam height; hydrograph Diversion or Impoundment Design <br /> print opt <br /> hydrograph print option - "1"=NO, "2"=Yes <br /> [Return to line code 72 for next structure] <br /> NONERODIBLE DIVERSION: <br /> 32 shape; bed slope; sideslopes; As determined; es calculated; <br /> Manning's n; bottom width; top width as determined; es applicable; <br />• [top width only applicable to es determined; as determined <br /> parabolic channels] <br /> (Return to line code 72 for next structure) <br /> Revised 03/07/95 <br />