3. A flow of 170 liters per second is to go to from a tank A to a tank B. If the kinematic viscosity is 0.113x10° m/s, what should the diameter be for the horizontal section of pipe? Take (E) = 0.000046m 35 m D-7 K = 0.4 65 m K-0.9 D= 150 mm 35 m 16 m K-1 9- 170 L/s - 0.113 x 10-5 m2 /s commercial steel pipe Ans: D=0.155 m

3. A flow of 170 liters per second is to go to from a tank A to a tank B. If the kinematic viscosity is 0.113x10° m/s, what should the diameter be for the horizontal section of pipe? Take (E) = 0.000046m 35 m D-7 K = 0.4 65 m K-0.9 D= 150 mm 35 m 16 m K-1 9- 170 L/s - 0.113 x 10-5 m2 /s commercial steel pipe Ans: D=0.155 m

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Pressurized pipe flow

A 15-kilometer-long pipe with a pipe diameter of one meter transports water at a speed of one meter per second. The pipe has a friction coefficient of 0.005. Calculate the frictional head loss?

Question

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3. A flow of 170 liters per second is to go to from a tank A to a tank B. If the kinematic viscosity is
0.113x10* m/s, what should the diameter be for the horizontal section of pipe? Take (E) = 0.000046m.
35 m
D-?
K=0.4
65 m
K 0.9
D = 150 mm
35 m
%3D
16 m
K-1
9- 170 L/s
- 0.113 X 10-5 m² /s
commercial steel pipe
Ans: D=0.155 m

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