2008-07-29_PERMIT FILE - C1981010A ‎(12)‎

• Permit No: C1981010A
• IBM Index Class Name: Permit File
• Doc Date: 7/29/2008
• Doc Name: Dam Construction Certifications
• Section_Exhibit Name: Appendix Q Section XVI
• Media Type: D
• Archive: Yes

Principal Soill~vav ~ont'd.
s ~ 36" Drainage Pipe Canacity•
Z
•~ Q = A 29(H+ Va/2q+SbL)
t (L/D) +HL
HL = KE + KELB + KIP + KO
- n = 0.022 to 0.026
. f = 185 (n)2 f d 1/3
Hf/L = 2.82 0 - : - .

~~
'.
i. ,
Elevation Decant F?ead (Ft) Discharge (GFS) .
6 306 1 84.0
6,307 2 85.4
6 308 3 86.8
6 309 4 88.2
6 310 5 ~ 89.5
6 311 6 90.9
6 312 I 7 92.2
6 313 I 8 93.5
6 314 9 94.7
6 315 10 96.0
6 316 11 97.2
6,317 12 98.4
6 318 13 99.6
6,319 14 100.8
6 320 15 102.0
24" Drain Gate Canacity:
Hf/L = 1.0'~
Elevation Head (Ft) Discharge (CFS)
6 285.16 0 0
6 286.16 1 10.4
6 287.16 2 12.9
-~
Contd.
- 6 - REVISED FFR 1 x ~o~