• Two new cast-iron pipes in series connect two reservoirs. Both pipes are 300 m long and have diameters of 0.6 m and 0.4 m, respectively. • The elevation of water surface in reservoir A is 80 m. The discharge of 10° C water from reservoir A to reservoir B is 0.5 m³/sec. • Find the elevation of the surface of reservoir B. - Assume a sudden contraction at the junction and a square-edge entrance. 80 m EGL HGL B

• Two new cast-iron pipes in series connect two reservoirs. Both pipes are 300 m long and have diameters of 0.6 m and 0.4 m, respectively. • The elevation of water surface in reservoir A is 80 m. The discharge of 10° C water from reservoir A to reservoir B is 0.5 m³/sec. • Find the elevation of the surface of reservoir B. - Assume a sudden contraction at the junction and a square-edge entrance. 80 m EGL HGL 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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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

• Two new cast-iron pipes in series connect two reservoirs. Both pipes
are 300 m long and have diameters of 0.6 m and 0.4 m, respectively.
• The elevation of water surface in reservoir A is 80 m. The discharge of
10° C water from reservoir A to reservoir B is 0.5 m³/sec.
• Find the elevation of the surface of reservoir B.
• Assume a sudden contraction at the junction and a square-edge
entrance.
80 m
EGL
A
HGL
1
в
2.

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