PERMFILE42346

• Permit No: C1980005
• IBM Index Class Name: Permit File
• Doc Date: 12/11/2001
• Doc Name: TYPICAL SEDCAD INPUTS
• Section_Exhibit Name: TAB 07 APPENDIX 7-6f ADDENDUM 7-6f-A
• Media Type: D
• Archive: No

•

Typical SEDCAD Input
Impoundments
Line
Code Parameter
GRASS FILTER:
29 No. of filter Begs; hydrograph print opt;
bulk specific gravity; initial depth of
sediment
hydrograph print option - "1"=NO, "2"=Yes
30 Planning's n; grass height; filter length;
grass spacing; filter slope; filter width;
infiltration rate; stiffness factor
[Repeat line code 30 for each filter segment]
[Return to line code 12 for next structure]
CHECK DAM:
31 bed slope; porosity; Manning's n; sideslope;
dam height; hydrograph print apt
hydrograph print option - "1"=NO, "2"=Yes
[Return to line code 12 for next structure]
NONERODIBLE DIVERSION:
32 shape; bed slope; sidesl open; Manning's n;
bottom width; top width [top width only
appl ieable to parabolic channels]
[Return to line code 12 for nest structure]
ERODIBLE DIVERSION:
33 shape; bed slope; side5lopes; Manninq's n;
bottom width; top width; method
methotl - "1" = limiting velocity,
"2" = tractive force
34 permissible velocity/t ractive force
[Return to line code 12 for next structure]
Typical
Innut
Generally Not Applicable to
Impoundment Design
Generally Ilot Applicable to
Impoundment Design
Generally Not Applicable to
Impoundment Design
Generally Not Applicable to
Impoundment Design
Generally Nn[ Applicable [o
Impoundment Design
Generally I:o[ Applicable to
ImOOUndment Design