Problem 2: The head of water flowing in a V-notch weir is 0.20. Using = 90°, find the discharge. %3D
Problem 2: The head of water flowing in a V-notch weir is 0.20. Using = 90°, find the discharge. %3D
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter7: Seepage
Section: Chapter Questions
Problem 7.7CTP
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![Problem 2: The head of water flowing in a V-notch weir is 0.20. Using = 90°, find the discharge.
%3D
Problem. A Cipolleti weir is constructed across a trapezoidal channel. The discharge is estimated to
be 3.50 m/s with a head not exceeding 0.50 m. Find the crest length.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F1278d92d-3d54-4514-a25d-47e4821f8471%2F158191fc-54e0-4e95-9c6f-07de8e04e22a%2Fwiz0q2_processed.png&w=3840&q=75)
Transcribed Image Text:Problem 2: The head of water flowing in a V-notch weir is 0.20. Using = 90°, find the discharge.
%3D
Problem. A Cipolleti weir is constructed across a trapezoidal channel. The discharge is estimated to
be 3.50 m/s with a head not exceeding 0.50 m. Find the crest length.
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