Compare the discharges over the following weirs when the head H is 18 in: a. Full-width rectangular:

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Compare the discharges over the following weirs when the head H is 18 in:

a. Full-width rectangular: L = 3 ft, Hc = 4 ft

b. Contracted rectangular: L = 3 ft, Hc = 4 ft

c. 90 V-notch (top width also 3 ft)

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Applied Fluid Mechanics

ISBN: 978-0132558921

7th edition

Authors: Robert L. Mott, Joseph A. Untener

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