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Typical SEDCAD Input <br />Line Typical <br />Code Parameter Input <br /> <br /> GRASS FILTER: <br />29 Mo. of filter Begs; hydrograph print opt; Generally Not Applicable to <br /> bulk specific gravity; initial depth of Impoundment Design <br /> sediment <br /> hydrograph print option - "1"=No, "2"=Yes <br />30 Manning's n; grass height; filter length; Generally Not Applicable to <br /> grass spacing; filter slope; filter width; Impoundment Design <br /> infiltration rate; stiffness factor <br /> [Repeat line code 30 for each filter segment] <br /> [Return to line code 12 for next structure] <br /> CHECK DAM: <br />31 bed slope; porosity; Manninq's n; sideslope; Generally Not Applicable to <br /> <br />dam height; hydrograph print opt <br />Impoundment Design • <br /> hydrograph print option - "}"=No, "2"=Yes <br /> [Return tc line code 12 for next structure] <br /> fIOHERODIBLE DIVERSION: <br />32 shape; bed slope; sidesl open; Man ni ng's n; Generally Not Applicable to <br /> bottom width; top width [top width only Impoundment Design <br /> applicable to parabolic channels] <br /> [Return to line code 12 for next structure] <br /> EP.ODIBLE DIVERSION: <br />33 shape; bed slope; sideslopes; Man ni ng's n; Generally Not Applicable to <br /> bottom width; top width; method Impoundment Design <br /> method - "1" = limiting velocity, <br /> "2" = tractive force <br />34 permissible velocity/tractive force Generally Not Applicable to <br /> {mpoundment Design <br /> [Return to line code 12 for next structure] • <br />F.evi sed OS/fil/B9 <br />