1991-05-24_PERMIT FILE - C1981008A ‎(2)‎

• Permit No: C1981008A
• IBM Index Class Name: PERMIT FILE
• Doc Date: 5/24/1991
• Doc Name: Typical SEDCAD Inputs For Diverisons and Impoundments
• Section_Exhibit Name: Tab 13 Attachment L
• Media Type: D
• Archive: Yes

Typical SEDCAD+ Input
Diversions and Impoundments
Line Typical
Code Parameter Input
19 Area 1, area 2, . . . up to number As applicable, As
of stage points applicable, . . . etc.
20 Length of emergency spillway; Stage of
em. spillway. If stage is to be set at
calculated peak stage, then "0" [This
line is skipped if ems in line code 15
is 0] As applicable, As applicable
21 "1"; outslope; sideslope ratio; bottom l; As applicable; 3; As
width safety factor [This line is applicable; 1 .2
skipped if ems in line code 15 is 0]
22 discharge 1, disch. 2, . . . up to no. of
stage points [Only for discharge
option #1] 0; 0 . . . etc.
23 barrel dia. ; riser dia; "1"; "0.5";
pipe length; 9.1"; "0.6"; Manning's
n of pipe; As applicable when Drop
Head drop; Stage of Princ. spillway Inlet is Used
[Only for discharge option #2 -
Drop Inlet]
Repeat line code 23
[Only for discharge option #4 - Perf. Riser]
24 Initial stage of orifices; number of Used with Drop Inlet
orifices per stage [Only for Spillways Only
discharge option #4 - Perf. Riser]
25 orifice dia. at stage 1; stage 2, . . . to
to number of stages [Only for Used with Drop Inlet
duscgarge option #4 - Perf. Riser] Spillways Only
26 barrel dia. ; pipe slope; pipe length;
Manning's n; Stage of Princ. spillway
[Only for discharge option #3 -
Trickle Tube] Used with Trickle Tube Only
Revised 05/24/91