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 Und
Tertiary Pipes
Project: CCBV (Section A2)
Date: January 2008
By: Dolezal
Project #: 1125
I~h
nga "n":
P/pe Flow
Worksheet
1.49 ~ '/z
Q=-~ .S
n
0.11
0.015
Q=9Pm
n = Mannings Coefl.
A =Flow Area
R = Hyd. Radius
S = Pi a Slo
1.~~:1 ~'
SMITH WIll1AM5 CONSULTANTS, INC.
. u
-
-lnstae-Diameter ch ~
2.00 -ea-ff"2-
0.02 r8: Ras a i1-
0.04 -
39
0.09 Ifs ^
2.4 Gf c
0.00 Pnete~Y hY-(
8.8
4.00 0.09 0.08 246 0.55 15.5 0.02 55.9
6.00 0.20 0.13 726 1.62 45.8 0.05 164.8
8.00 0.35 0.17 1563 3.48 98.8 0.10 355.0
10.00 0.55 0.21 2 834 8.31 178.8 0.18 643.6
12.00 0.79 0.25 4,609 10.27 290.7 0.29 1048.6
14.00 1.07 0.29 6,952 15.49 438.5 0.44 1578.7
16.00 1.40 0.33 9,925 22.11 628.1 0.63 2254.0
18.00 1.77 0.38 13,587 30.28 857.1 0.86 3085.7
2D.00 2.18 0.42 17 995 40.10 1135.2 1.14 4086.7
22.00 2.64 0.48 23 203 51.70 1483.7 1.46 5269.3
Horizontal Deflection
Pipe Deflection (%): 0
Vertical Deflection
tat Deflection (%): 0
Horizo Axut meter
Cieular Pi LD. inches Vertical Axis in. ln. .Area Ft"2 full flow H d. Radius Q cfs tl m
2.00 2.0 2.0 0.02 0.52 0.04 0.09 38.8
4.00 4.0 4.0 0.09 1.05 0.08 0.55 246.2
6.00 6.0 6.0 0.20 1.57 0.13 1.62 725.8
8.00 8.0 8.0 0.35 2.09 0.17 3.48 1563.1
10.00 10.0 10.0 0.55 2.62 0.21 6.31 2834.1
12.00 12.0 12.0 0.79 3.14 0.25 10.27 4608.5
14.00 14.0 14.0 1.07 3.67 0.29 15.49 6951.6
16.00 16.0 16.0 1.40 4.19 0.33 22.11 9925.0
18.00 18.0 18.0 1.77 4.71 0.38 30.28 13587.4
20.00 20.0 20.0 2.18 5.24 0.42 40.10 17995.2