Three pipes 1, 2, 3 are connected in parallel. The properties of each pipe are given in the table. The combined discharge of the three pipes is 0.61 m3/s. Use Hazen-Williams coefficient of 100 for all pipes. Use table below for the properties of the pipes. a.) calculate the total head loss (A. 181 m   B. 461  m.   C . 411 m. D. 731 m)   b) Solve for the rate of flow in pipe 1 ( A. 0.1249 m3/s.      B.  0.1645 m3/s.      C. 0.1145 m3/s.  D. 0.1225 m3/s).   C.) c) Calculate the rate of flow in pipe 2. ( A. 0.1032 m3 /s.   ,B. 0.1255 m3 /s.     C.  0.7865 m3/s.  D. 0.3955 m3/s)

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Three pipes 1, 2, 3 are connected in parallel. The properties of each pipe are given in the table. The combined discharge of the three pipes is 0.61 m3/s. Use Hazen-Williams

coefficient of 100 for all pipes. Use table below for the properties of the pipes.

a.) calculate the total head loss

(A. 181 m   B. 461  m.   C . 411 m. D. 731 m)

 

b) Solve for the rate of flow in pipe 1

( A. 0.1249 m3/s.      B.  0.1645 m3/s.      C. 0.1145 m3/s.  D. 0.1225 m3/s).

 

C.) c) Calculate the rate of flow in pipe 2.

( A. 0.1032 m3 /s.   ,B. 0.1255 m3 /s.     C.  0.7865 m3/s.  D. 0.3955 m3/s)

 

Pipe
1
2
3
Diameter (mm)
1.50
200
100
Length (m)
600
480
750
Transcribed Image Text:Pipe 1 2 3 Diameter (mm) 1.50 200 100 Length (m) 600 480 750
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