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: CCaV ($eetlOn D) SMITH WIIUAMS CONSULTANTS, INC.
Date: January 2008
By: Dolezal 1.49 ~~// ~~~~ Q = 9Pm
Project #: 1125 ~ -_ _ X73 Sl2 n = Mannings Ccefl.
n A =Flow Area
R = Hyd. Radius
S=Pi eSlo
(ftlfl-: 0.25
nas "n": 0.015
P/pe Flow
Gu iC _
inside'Dtam r inches area-Pt"2- - Radiasif.Q` _ ti. Us cros =r~leterlFir-~
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
8.00 0.20 0.13 1,094 2.44 69.0 0.07 248.5
8.00 0.35 0.17 2,356 5.25 148.7 0.15 535.1
10.00 0.55 0.21 4,273 9.52 269.5 0.27 970.3
12.00 0.79 0.25 6,948 15.48 438.3 0.44 1577.8
14.00 1.07 0.29 10,480 23.35 661.1 0.86 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 27,128 60.45 1711.4 1.71 8181.0
22.00 2.64 0.48 34,979 77.94 2208.8 2.21 7943.8
Horizontal Deflection
>hape Pipe Flow -~
Pipe Deflection (%): 0
Vertical Deflection
lal Deflection (%): 0
-~io nfal Axts Perim er __.,__
Circular PI LD, inches Vertical Axis In. In. Area Ft"2 full flow d. Radius Q cis Q
2.00 2.0 2.0 0.02 0.52 0.04 0.13 58.4
4.00 4.0 4.0 0.08 1.05 0.08 0.83 371.1
6.00 6.0 8.0 0.20 1.57 0.13 Z.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 2.82 0.21 9.52 4272.5
12.00 12.0 12.0 0.79 3.14 0.25 15.48 8947.6
14.00 14,0 14.0 1.07 3.87 0.29 23.35 10479.9
16.00 16.0 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 2.18 5.24 0.42 80.45 27128.8