3: The following water network supplies the demand or town with a population Sabo. Design the network by using Hardy-Cross Balancing Method based on Darcy-Weisbach relation. Pipe lengths and population density coefficients are given on the figure. (maxqdy= 200 1/day/capita, 2=0.02, Standard Pipe Diameters are; 80mm, 100mm, 125mm, 175mm, 200mm, 250mm, 300mm, .). Reservoir 300 m 1 k=1.5 500 m k=1.12 800 m Qö-4 l/s 500 m k-1.0 A v2 D 2g 3

3: The following water network supplies the demand or town with a population Sabo. Design the network by using Hardy-Cross Balancing Method based on Darcy-Weisbach relation. Pipe lengths and population density coefficients are given on the figure. (maxqdy= 200 1/day/capita, 2=0.02, Standard Pipe Diameters are; 80mm, 100mm, 125mm, 175mm, 200mm, 250mm, 300mm, .). Reservoir 300 m 1 k=1.5 500 m k=1.12 800 m Qö-4 l/s 500 m k-1.0 A v2 D 2g 3

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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