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

• •
II Pipe Flow Under Gravity Worksheet
ondary Pipes t
feet: CC3V (section 8) ~ ~ ~-~`tt~e
~: January 2008 SMItN wIlUAMS CONSUlt11NrS. INC.
Dolezal 1.49 ~/ ~~ Q ° ~m
lest #: 1125 n _ _ ~ 73 S72 n = Mannings Coeft.
Y n A =Flow Area
R = Hyd. Radius
S = Pi Slo
((Hit): 0.30
ngs "n": 0.012
ar Plpe Fbw
u ~
Inside Diameter Mehea Area FM2 . Radius R Q Q eta Q Ha ems meterfir
2.00 0.02 0.04 80 0.2 5.0 0.01 18.2
4.00 0.09 0.08 508 1.1 32.1 0.03 115.4
5.00 0.14 0.10 921 2.1 56.1 0.06 209.2
6.00 0.20 0.13 1,498 3.3 94.5 0.09 340.3
7.50 0.31 0.16 2,717 6.1 171.4 0.17 616.9
8.00 0.35 0.17 3,227 7.2 203.6 0.20 732.8
9.00 0.44 0.19 4,417 9.8 278.7 0.28 1003.2
10.00 0.55 0.21 5,850 13.0 369.1 0.37 1326.6
12.00
14.00
15.00
16.00 0.79
1.07
1.23
1.40 0.25
0.29
0.31
0.33 9,513
14,350
17,249
20,488 21.2
32.0
38,4
45.7 600.1
905.3
1088.1
1292.5 0.60
0.91
1.09
1.29 2160.5
3258.9
3917.2
4652.9
18.00
20.00
22.00 1.77
2.18
2.64 0.38
0.42
0.46 28,049
37,148
47,897 62.5
82.8
106.7 7769.4
2343.4
3021.5 1.77
2.34
3.02 6369.8
8436.2
10877.5
Horizontal Deflection
ihape P/pe Flow ~ ; -....._ _.
Pipe Deflection (%-: 0
Vertical Deflection
1al Deflection (%): 0
~.w,...~
Ve-tlca Axis Horizontal Axis Pa m6tar ~ ~ '
Cicular Pi LD. inches In. In. Area FM2 full Ilow H .Radius Q cis m~
2.00 2.0 Z.0 0.02 0.52 0.04 0.18 B0.0
4.00 4.0 4.0 0.09 1.D5 0.08 1.13 508.2
6.00 6.0 6.0 0.20 1.57 0.13 3.34 1498.3
8.00 8.0 8.0 0.35 2.09 0.17 7.19 3226.7
10.00 10.0 10.0 0.55 2.62 0.21 13.04 5850.4
12.00 12.0 12.0 0.79 3.14 0.25 21.20 9513.4
14.00 14.0 14.0 1.07 3.67 029 31.97 14350.3
16.00 16.0 16.0 1.40 4.19 0.33 45.65 20488.3
18.00 18.0 18.0 1.77 4.71 0.38 62.50 28048.6
20.00 20.0 20.0 2.18 5.24 0.42 82.77 37147.7