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

• • i
II Pipe Flow Under Gravity Worksheet
iary Pipes
sect: CCBV (Section B)
r: January 2008
DO'S' 1.49 zz// '/
lest#:1126 Q.-,qR/3Sy
n
(~):
nas "n":
~ Clrcu/ar P-pe Flow
0.30
0.015
(2 = 9Pm
n = Mannings Coefl.
A =Flow Area
R = Hyd. Radius
S = Pi Slo
~~L.' far
SMITH WllIiAMS CONSULTANTS, INC.
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Inside Diameter inches Area Ft"2 d. Radius 1t D Q cfs Q Us Q cros meter/ttr ~
2.00 0.02 0.04 64 0.14 4.0 0.00 14.5
4.00 0.09 0.08 407 0.91 25.8 0.03 92.3
8.00 0.20 0.13 1,199 2.67 75.8 0.08 272.2
8.00 0.35 0.17 2 581 5.75 162.8 0.18 588.2
10.00 0.55 0.21 4 860 10.43 295.2 0.30 1062.9
12.00 0.79 0.25 7,811 16.96 480.1 0.48 1728.4
14.00 1.07 0.29 11,480 25.58 724.2 0.72 2607.2
16.00 1.40 0.33 16,391 36.52 1034.0 1.03 3722.3
18.00 1.77 0.38 22 439 50.00 1415.5 1.42 5095.9
20.00 2.16 0.42 29 718 66.22 1874.7 1.87 6749.0
22.00 2.64 0.46 38,318 85.38 2417.2 2.42 8702.0
Horizontal Deflection
Shape Pipe Flow • '`~•~•~•••••• ~•
Pipe Deflection (%): 0
Vertical Deflection
lal Deflection (%): 0
~..w.
Ho zon s rimeter _
Cicular Pi LD. inches VeRical Axia in. In. Area Ft"2 full fl H d. Radius Q cf'a Q
2.00 2.0 2.0 0.02 0.52 0.04 0.14 64.0
4.00 4.0 4.0 0.09 1.05 0.08 0.91 406.5
6.00 6.0 8.0 0.20 1.57 0.13 2.67 1198.6
8.00 8.0 8.0 0.35 2.09 0.17 5.75 2581.4
10.00 10.0 10.0 0.55 2.62 0.21 10.43 4680.3
12.00 12.0 12.0 0.79 3.14 0.25 16.96 7610.7
14.00 14.0 14.0 1.07 3.67 0.29 25.58 11480.2
16.00 1B.0 16.0 1.40 4.19 0.33 38.52 16390.6
18.00 18.0 18.0 1.77 4.71 0.38 50.00 22438.9
20.00 20.0 20.0 2.18 5.24 0.42 66.22 29718.1