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2008-04-15_REVISION - M1980244 (200)
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2008-04-15_REVISION - M1980244 (200)
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Last modified
6/15/2021 5:52:05 PM
Creation date
5/8/2008 1:20:48 PM
Metadata
Fields
Template:
DRMS Permit Index
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
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i • ~ <br />II Pipe Flow Under Gravity Worksheet /~ t~ //~~//~~ <br />ondary Pipes ~ `;7~~'~ <br />ject: CC3V (Section A=) t~ <br />a: January 2008 SMITN WIlL1AMS CONSULTANTS. ANC. <br />Dolezal 1.49 ~~ ''// Q = 9pm <br />ject #: 1125 ~ _ _ ~!3 S'7Z n = Mannings CoeB. <br />yl A =Flow Area <br />R = Hyd. Redius <br />S = Pi Slo <br />(tt/fl): 0.11 <br />ngs "n": 0.012 <br />arPlpe Fbw <br />1 Indda ni~mefnr Rn~6sa1 Ares GAO Y..A O"At.." w n i..w...~ n )..~.~ ~ n.uL ~ n.___~ <br />2.00 0.02 - 0.04 48 0.1 3.1 0.00 11:0 <br />4.00 0.09 0.08 308 D.7 19.4 0.02 69.9 <br />5.00 0.14 0.10 558 1.2 35.2 0.04 126.7 <br />6.00 0.20 0.13 907 2.0 57.2 0.06 206.0 <br />7.50 0.31 0.18 1,645 3.7 103.8 0.10 373.6 <br />8.00 0.35 0.17 1,954 4.4 123.3 0.12 443.7 <br />9.00 0.44 0.19 2,675 6.0 168.7 0.17 607.5 <br />10.00 0.55 0.21 3,543 7.9 223.5 0.22 804.5 <br />12.00 0.79 0.25 5,761 12.8 363.4 0.36 1308.2 <br />14.00 1.07 0.29 8,690 19.4 548.2 0.55 1973.4 <br />15.00 1.23 0.31 10,445 23.3 658.9 0.66 2372.0 <br />16.00 1.40 0.33 12,406 27.6 782.6 0.78 2817.5 <br />18.00 1.77 0.36 16,984 37.8 1071.4 1.07 3857.1 <br />20.00 2.18 0.42 22,494 50.1 1419.0 1.42 5108.4 <br />22.00 2.64 0.46 29,003 64.6 1829.6 1.83 6586.7 <br />Horizontal Deflection <br />ihape Plpe Flow . %~"'~ ~~~'"' -~ <br />Pipe Deflection (X): 0 <br />Vertical Deflection <br />tat Deflection (X): 0 <br />Vertkai Avis Horizonta Axis Perimstar <br />Ckular Pi LD. inches In. In. Area FM2 toll Clow H . Radiua Q cts m <br />2.00 2.0 2.0 0.02 0.52 0.04 0.11 48.5 <br />4.00 4.0 4.0 0.09 1.05 0.08 0.69 307.7 <br />6.00 6.0 6.0 0.20 1.57 0.13 2.02 907.2 <br />8.00 8.0 8.0 0.35 2.09 0.17 4.35 1953.9 <br />10.00 10.0 10.0 0.55 2.62 0.21 7.89 3542.6 <br />12.00 12.0 12.0 0.79 3.14 0.25 12.84 5760.6 <br />14.00 14.0 14.0 1.07 3.67 0.29 19.36 8689.5 <br />16.00 16.0 16.0 1.40 4.19 0.33 27.64 12406.3 <br />18.00 18.0 18.0 1.77 4.71 0.38 37.84 16984.3 <br />20.00 Z0.0 20.0 2.18 5.24 0.42 50.12 22494.0 <br />
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