Since there is a need to supply more water from reservoir A to reservoir B, it is necessary to lay an additional pipe parallel to it. The existing pipe is 0.6m in diameter with a discharge of 0.5m³/sec between the two reservoirs and 6000m long. Assume f = 0.02 for the old pipe and f = 0.25 for the additional pipe. Determine the following: a. If the additional pipe will have a discharge of 0.65m³/sec of the same length and the head difference between the two reservoirs is constant, find the pipe diameter. h= 25m Existing Pipe ANSWER: Q=0.50m3/sec D = 0.697 m B Additional Pipe b. If the additional pipe of 0.6m in diameter is laid out from the original pipe at its midpoint towards reservoir B, find its capacity. Assume f = 0.02. Also solve for the change in the flow or discharge from A to B. ANSWER: Existing Pipe Q1 h=25m QA = 0.7232m/s, QB = 0.3923m/s, Q2 AQ = QA – Q = 0.5271m/s в Additional Pipe

Since there is a need to supply more water from reservoir A to reservoir B, it is necessary to lay an additional pipe parallel to it. The existing pipe is 0.6m in diameter with a discharge of 0.5m³/sec between the two reservoirs and 6000m long. Assume f = 0.02 for the old pipe and f = 0.25 for the additional pipe. Determine the following: a. If the additional pipe will have a discharge of 0.65m³/sec of the same length and the head difference between the two reservoirs is constant, find the pipe diameter. h= 25m Existing Pipe ANSWER: Q=0.50m3/sec D = 0.697 m B Additional Pipe b. If the additional pipe of 0.6m in diameter is laid out from the original pipe at its midpoint towards reservoir B, find its capacity. Assume f = 0.02. Also solve for the change in the flow or discharge from A to B. ANSWER: Existing Pipe Q1 h=25m QA = 0.7232m/s, QB = 0.3923m/s, Q2 AQ = QA – Q = 0.5271m/s в Additional Pipe

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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