2. Water flows at a rate of 90lt/s from reservoir A to reservoir B through three concrete pipes connected in series as shown. Considering the water surface elevation in reservoir A designed to be 350m, find the water surface elevation in reservoir B. Neglect all minor losses. 350m Res A Res B L=6000m L-4000m L3=2500m Di=300mm D2=230mm D3=200mm fi = 0.018 f2-0.015 f=0.012

2. Water flows at a rate of 90lt/s from reservoir A to reservoir B through three concrete pipes connected in series as shown. Considering the water surface elevation in reservoir A designed to be 350m, find the water surface elevation in reservoir B. Neglect all minor losses. 350m Res A Res B L=6000m L-4000m L3=2500m Di=300mm D2=230mm D3=200mm fi = 0.018 f2-0.015 f=0.012

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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Three reservoirs A, B, and C are connected by pipelines 1, 2, and 3 respectively which merges at a junction X. The elevation of reservoir A is 300 m and that of B is 285 m. The rate of flow from reservoir A is 1.4 m/s. Diameter Length Friction Factor Pipe 1 800 mm 1500 m 0.0157 2 600 mm 450 m 0.0162 3 450 mm 1200 m 0.0177 Find the rate of flow in reservoir B. Calculate the rate of flow in reservoir C. Solve the elevation of reservoir C.
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