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Two pipes are connected in parallel between two reservoirs: L1= 2000 m, D1= 160 cm, C1=120; L2= 1400 m, D2= 800 mm, C2=100. For 2.0 m/s of flow in the system, Determine the difference in elevation of reservoir surfaces by using Hazen William equation.

Two pipes are connected in parallel between two reservoirs: L1= 2000 m, D1= 160 cm, C1=120; L2= 1400 m, D2= 800 mm, C2=100. For 2.0 m/s of flow in the system, Determine the difference in elevation of reservoir surfaces by using Hazen William equation.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Two pipes are connected in parallel between two reservoirs: L1= 2000 m, D1= 160 cm, C1=120; L2= 1400 m, D2= 800 mm, C2=100. For 2.0 m³/s of flow in the system, Determine the difference in elevation of reservoir surfaces by using Hazen William equation.
Transcribed Image Text:Two pipes are connected in parallel between two reservoirs: L1= 2000 m, D1= 160 cm, C1=120; L2= 1400 m, D2= 800 mm, C2=100. For 2.0 m³/s of flow in the system, Determine the difference in elevation of reservoir surfaces by using Hazen William equation.
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