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(7 pts.) Text Book Problem 7.82 (page 261) Consider the total head-loss in the system for this flow is 18.56 ft (head-losses in first and second pipe are 13.83 ft and 4.73 ft respectively). Please show numerical values for EGL/HGL at the beginning/end/intermediate change point. (Point distribution: elevation determination 5 points, EGL, HGL lines 4 points).

(7 pts.) Text Book Problem 7.82 (page 261) Consider the total head-loss in the system for this flow is 18.56 ft (head-losses in first and second pipe are 13.83 ft and 4.73 ft respectively). Please show numerical values for EGL/HGL at the beginning/end/intermediate change point. (Point distribution: elevation determination 5 points, EGL, HGL lines 4 points).

Traffic and Highway Engineering
Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter16: Highway Drainage
Section: Chapter Questions
Problem 13P
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Consider the total head-loss in the system for
this flow is 18.56 ft (head-losses in first and second pipe are 13.83 ft and 4.73 ft
respectively). Please show numerical values for EGL/HGL at the beginning/end/intermediate
change point. (Point distribution: elevation determination 5 points, EGL, HGL lines 4
points)

(7 pts.) Text Book Problem 7.82 (page 261) Consider the total head-loss in the system for this flow is 18.56 ft (head-losses in first and second pipe are 13.83 ft and 4.73 ft respectively). Please show numerical values for EGL/HGL at the beginning/end/intermediate change point. (Point distribution: elevation determination 5 points, EGL, HGL lines 4 points).
Transcribed Image Text:(7 pts.) Text Book Problem 7.82 (page 261) Consider the total head-loss in the system for this flow is 18.56 ft (head-losses in first and second pipe are 13.83 ft and 4.73 ft respectively). Please show numerical values for EGL/HGL at the beginning/end/intermediate change point. (Point distribution: elevation determination 5 points, EGL, HGL lines 4 points).
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