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
Secondary Plpea
Project: CCBV (Section D)
Date: January 2008
sy: oolezal 1.49 zv/ 11// Q = 9Pm
Protect #: 1125 ~ _ _ ~ I3 S/` n =Mannings Coeff.
n A =Flow Area
R = Hyd. Radius
S = Pi Slo
Slope (ft/ft): 0.25
Mannings "n": 0.012
C/rcu/ar P/pe Flow
°!J~!
SMITN willlAMS CONSULTANTS, INC.
--litside Diamete- riches -Area Ft"2- d. Radius (tom m Q cts Q Us Q cros meter/hr
2.00 0.02 0.04 73 0.16 4.6 0.00 16.6
4.00 0.09 0.08 464 1.03 29.3 0.03 105.4
6.00 0.20 0.13 1368 3.05 86.3 0.09 310.6
8.00 0.35 0.17 2,946 6.58 185.8 0.19 668.9
10.00 0.55 0.21 5341 11.90 336.9 0.34 1212.9
12.00 0.79 0.25 8,884 19.35 547.8 0.55 1972.2
14.00 1.07 0.29 13,100 29.19 826.4 0.83 2975.0
16.00 1.40 0.33 18 703 41.67 1179.9 1.18 4247.5
18.00 1.77 0.38 25 605 57.05 1615.2 1.62 5814.8
20.00 2.18 0.42 33 911 75.56 2139.2 2.14 7701.2
22.00 2.64 0.46 43,724 97.42 2758.3 2.76 9929.8
Horizontal Deflection
Shape Plpe Flow """•~~~
Pipe Deflection (%): 0
Vertical Deflection
tai Deflection (%): 0
_....._
o e meter:
Cicular Pi a LD. inches Vertical Axia In. In. Area Ft"2 full flo d. Radius. Q cis Q
2.00 2.0 2.0 0.02 0.52 0.04 0.16 73.1
4.00 4.0 4.0 0.09 1.05 0.08 1.03 463.9
8.00 6.0 B.0 0.20 1.57 0.13 3.05 1367.7
8.00 8.0 8.0 0.35 2.09 0.17 6.56 2945.6
10.00 10.0 10.0 0.55 2.82 0.21 11.90 5340.7
12.00 12.0 12.0 0.79 3.14 0.25 19.35 8684.5
14.00 14.0 14.0 1.07 3.67 0.29 29.19 13099.9
16.00 16.0 16.0 1.40 4.19 0.33 41.67 18703.1
18.00 1 B.0 18.0 1.77 4.71 0.38 57.05 25604.8
20.00 20.0 20.0 2.18 5.24 0.42 75.56 33911.0