yl-2.2 m and y2=0.7m. Assuming ideal fluid and steady state conditions, answer the following systems. With reference to the figure below, consider VI≈ 0. questions. Sluice a) gate Compute 12 b) Assuming a unitary width of the channel, and a hydrostatic distribution of pressure right in front of the gate, compute the force acting on the gate itself (It is fine to estimate the submerged depth of the gate equal to yl-y2). 1 c) Assuming a unitary width of the channel, compute the force acting on the sluice gate using momentum balance principles. d) Compare the values obtained from b) and c), why are they different in your opinion? 1

yl-2.2 m and y2=0.7m. Assuming ideal fluid and steady state conditions, answer the following systems. With reference to the figure below, consider VI≈ 0. questions. Sluice a) gate Compute 12 b) Assuming a unitary width of the channel, and a hydrostatic distribution of pressure right in front of the gate, compute the force acting on the gate itself (It is fine to estimate the submerged depth of the gate equal to yl-y2). 1 c) Assuming a unitary width of the channel, compute the force acting on the sluice gate using momentum balance principles. d) Compare the values obtained from b) and c), why are they different in your opinion? 1

Name: Problem 2A sluice gate, which controls the flow rate in a channel by
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Description: Problem 2A sluice gate, which controls the flow rate in a channel by simply raising or lowering a verticalplate, is commonly used in irrigation systems. With reference to the figure below, consider VI≈ 0,yl-2.2 m and y2=0.7m. Assuming ideal fluid an

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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