1) the total flow from reservoir A in Fig. 1 is 0.3940cu m/sec and the discharge from pipes 4 is 0.254cu m/sec. Neglect the head loss at the junction. a) Compute the required length of pipe 1. b) What is the elevation of the water surface in reservoir B?

1) the total flow from reservoir A in Fig. 1 is 0.3940cu m/sec and the discharge from pipes 4 is 0.254cu m/sec. Neglect the head loss at the junction. a) Compute the required length of pipe 1. b) What is the elevation of the water surface in reservoir B?

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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Question

1) the total flow from reservoir A
in Fig. 1 is 0.3940cu m/sec and
the discharge from pipes 4 is
0.254cu m/sec. Neglect the head
loss at the junction.
a) Compute the required length
of pipe 1.
b) What is the elevation of the
water surface in reservoir B?
-ELFV. 43 m
A
Fig. 1
ELEV. B
3
Friction Factor
0.020
0.020
0.018
0.019
PIPE
1234
2
Length
3,500
4,600
4,500
ELEV. 14 m
Diameter (mm)
430
450
400
500

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