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A pipeline of 600 mm diameter and 4 km length connects two reservoirs. The difference of water levels in the reservoirs is 20 m. At a distance of 1 km from the upper reservoir, a small pipe is connected to the pipeline. The water can be taken from the small pipe. Find the discharge to the lower reservoir if (i) No water is taken from the small pipe, and (ii) 0-1 m³ /s of water is taken from small pipe. Take coefficient of friction (f = 0-02) and neglect minor losses. Water level H= 20 m L= 1000m L = 3000m Case i Q =0 ( no discharge) Case i Q = 0.1 m'/s

A pipeline of 600 mm diameter and 4 km length connects two reservoirs. The difference of water levels in the reservoirs is 20 m. At a distance of 1 km from the upper reservoir, a small pipe is connected to the pipeline. The water can be taken from the small pipe. Find the discharge to the lower reservoir if (i) No water is taken from the small pipe, and (ii) 0-1 m³ /s of water is taken from small pipe. Take coefficient of friction (f = 0-02) and neglect minor losses. Water level H= 20 m L= 1000m L = 3000m Case i Q =0 ( no discharge) Case i Q = 0.1 m'/s

Structural Analysis
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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A pipeline of 600 mm diameter and 4 km length connects two reservoirs. The difference of water levels in the reservoirs is 20 m. At a distance of 1 km from the upper reservoir, a small pipe is connected to the pipeline. The water can be taken from the small pipe. Find the discharge to the lower reservoir if (i) No water is taken from the small pipe, and (ii) 0-1 m' /s of water is taken from small pipe. Take coefficient of friction (f = 0-02) and neglect minor losses. Water level H = 20 m L = 1000m L2 = 3000m Case i Q =0 ( no discharge) Case ii Q = 0. 1 m/s
Transcribed Image Text:A pipeline of 600 mm diameter and 4 km length connects two reservoirs. The difference of water levels in the reservoirs is 20 m. At a distance of 1 km from the upper reservoir, a small pipe is connected to the pipeline. The water can be taken from the small pipe. Find the discharge to the lower reservoir if (i) No water is taken from the small pipe, and (ii) 0-1 m' /s of water is taken from small pipe. Take coefficient of friction (f = 0-02) and neglect minor losses. Water level H = 20 m L = 1000m L2 = 3000m Case i Q =0 ( no discharge) Case ii Q = 0. 1 m/s
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