2008-04-15_REVISION - M1980244 ‎(200)‎

• Permit No: M1980244
• IBM Index Class Name: REVISION
• Doc Date: 4/15/2008
• Doc Name: VOL V APP 8 Appendix C.8 High Volume Solution Collection Piping Calculations
• From: CC & V
• To: DRMS
• Type & Sequence: AM9
• Media Type: D
• Archive: No

• • •
Full Pipe Flow Under Gravity Worksheet
Tertiary Pipes
Project: CCBV (Section A,)
Date: January 2008
By: Dolezal 1.49 zz~~ ''//
Project#:1125 Q - -X73,5'12
n
(~):
nas "n":
Pipe Flow
0.25
0.015
~=9Pm
n = Mannings Coeft.
A =Flow Area
R = Hyd. Radius
S = Pi Slo
~~~~
SMITH WILLIAMS CObSULTANTS. INC.
Inside Diameter inches Area FM2 d. Radius ft Q Q Cfs Q Us tl crna meter/hr
2.00 0.02 0.04 58 0.13 3.7 0.00 13.3
4.00 0.09 0.08 371 0.83 23.4 0.02 84.3
6.00 0.20 0.13 1094 2.44 69.0 0.07 248.5
8.00 0.35 0.17 2 358 5.25 148.7 0.15 535.1
10.00 0.55 0.21 4,273 8.52 269.5 0.27 970.3
12.00 0.79 0.25 8,948 15.48 438.3 0.44 1577.8
14.00 1.07 0.29 10,480 23.35 861.1 0.66 2380.0
16.00 1.40 0.33 14,963 33.34 943.9 0.94 3398.0
18.00 1.77 0.38 20 484 45.64 1292.2 1.29 4651.9
20.00 2.18 0.42 27,129 60.45 1711.4 1.71 6181.0
22.00 2.64 0.46 34,979 77.94 2208.6 2.21 7943.8
Horizontal Deflection .-~
shape P/pe Flow ~ ''~ ~~~.~~~~~~~~ ~"~
Pipe Deflection (Ye): 0 Vertical Deflection
tal Deflection (%): 0
r._---_ _ _-_.._._
Horizontal Axis Perimeter `". '
Cicular Pi LD. inches Vertleal Axis In. In. Area Ft"2 full flow H d. Radius Q efs Q
2.00 2.0 2.0 0.02 0.52 0.04 0.13 58.4
4.00 4.0 4.0 0.09 1.05 0.08 0.83 371.1
6.00 6.0 6.0 0.20 1.57 0.13 2.44 1094.2
8.00 8.0 8.0 0.35 2.09 0.17 5.25 2356.4
10.00 10.0 10.0 0.55 2.62 0.21 9.52 4272.5
12.00 12.0 12.0 0.79 3.14 0.25 15.48 6947.6
14.00 14.0 14.0 1.07 3.67 0.29 23.35 10479.9
16.00 18.0 16.0 1.40 4.19 0.33 33.34 14962.5
18.00 18.0 18.0 1.77 4.71 0.38 45.64 20483.8
20.00 20.0 20.0 2.1 B 5.24 0.42 60.45 27128.8