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Water flows from the reservoir on the left to the reservoir on the right at a rate of 0.45 m³/s. The formula for the head losses in the pipes is LV2 h₁ = 0.02 D 2g What elevation in the left reservoir is required to produce this flow? Also carefully sketch the HGL and the EGL for the system. Note: Assume the head-loss formula can be used for the smaller pipe as well as for the larger pine Elevation = ? 60 m D₁ = 0.344 m A₁ = 0.1 m² 90 m D₂ = 0.486 m A= 0.2 m² Elevation = 34 m

Water flows from the reservoir on the left to the reservoir on the right at a rate of 0.45 m³/s. The formula for the head losses in the pipes is LV2 h₁ = 0.02 D 2g What elevation in the left reservoir is required to produce this flow? Also carefully sketch the HGL and the EGL for the system. Note: Assume the head-loss formula can be used for the smaller pipe as well as for the larger pine Elevation = ? 60 m D₁ = 0.344 m A₁ = 0.1 m² 90 m D₂ = 0.486 m A= 0.2 m² Elevation = 34 m

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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شمذنس Fluid mechanics
Q1/ Water flows from the reservoir on the left to the reservoir on the right at a rate of 0.45 m³/s. The formula for the head losses in the pipes is LV2 h₁ = 0.02 D 2g What elevation in the left reservoir is required to produce this flow? Also carefully sketch the HGL and the EGL for the system. Note: Assume the head-loss formula can be used for the smaller pipe as well as for the larger pipe. Elevation = ? 60 m D₁ = 0.344 m A₁ = 0.1 m² 90 m D₂ = 0.486 m A₂ = 0.2 m² Elevation = 34 m
Transcribed Image Text:Q1/ Water flows from the reservoir on the left to the reservoir on the right at a rate of 0.45 m³/s. The formula for the head losses in the pipes is LV2 h₁ = 0.02 D 2g What elevation in the left reservoir is required to produce this flow? Also carefully sketch the HGL and the EGL for the system. Note: Assume the head-loss formula can be used for the smaller pipe as well as for the larger pipe. Elevation = ? 60 m D₁ = 0.344 m A₁ = 0.1 m² 90 m D₂ = 0.486 m A₂ = 0.2 m² Elevation = 34 m
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