In the spillway flow of Fig P3.176, the flow is assumed uniform and hydrostatic at sections 1

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In the spillway flow of Fig P3.176, the flow is assumed uniform and hydrostatic at sections 1 and 2. If losses are neglected, compute (a) V2 and (b) the force per unit width of the water on the spillway.

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Calculus

ISBN: 978-0131429246

9th edition

Authors: Dale Varberg, Edwin J. Purcell, Steven E. Rigdon

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Question Posted: Jan 14, 2010 01:30 AM

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In the spillway flow of Fig P3.176, the flow is assumed uniform and hydrostatic at sections 1

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0.7 m

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Calculus

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