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r <br />Typical SEDCAD Input <br />Impoundments, Ditches and Culverts <br />Line Typical <br />Code Parameter Input <br />ERODIBLE DIVERSION: <br />33 shape; bed slope; sideslopes; As determined; as calculated; <br />Manning's n; bottom width; top width; e5 determined; as applicable; <br />method <br />method - "1" = limiting velocity, <br />"2" = tractive force <br />34 permissible velocity/tractive force As applicable <br />[Return to line code 12 for next structure] <br />VEGETATED DIVERSION: <br />35 shape; bed slope; sideslopes; bottom As determined; as calculated; <br />width; velocity es determined; as determined; <br />Retardance Class 1 (capacity) as applicable <br />Retardance Class 2 (stability) <br />[Return to fine code 72 for next structure] <br />.` <br />RIPRAP DIVERSION: <br />36 shape; bed slope; sideslopes; bottom As determined; as calculated; <br />width; safety factor es determined; es determined; <br />[Return to line code 72 for next as appl ieable <br />structure] <br />CULVERT: <br />37 max, headwater; pipe slope; length; Generally Not Applicable to <br />Mannin9's n Diversion or Impoundment Design <br />[Return to line code 12 for next structure] <br /> <br />Revised 03/01/95 <br />