Engineering Fundamentals
6th Edition
ISBN: 9780357112144
Author: Saeed Moaveni
Publisher: MISC PUBS
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Question
Chapter 16, Problem 22P
To determine
Draw the sectional view of the object by using the given cutting plane.
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1. Determine the reaction
at supports and forces
acting on each member. (5
pts each)
35 kN
60 kN
10 kN
1m
2m
-3m
-3m
3m
3m
25 kN
50 kN
10 kN
Problem 7
Water is flowing in a channel with a rectangular cross-section. The
channel has a uniform width of b 10 m, and it is equipped with a broad-crested weir.
The height of flow in a channel far upstream of the weir is h₁ 2 m, while the weir is
==
hweir
=
0.8 m above the bed of the channel.
=
1. Assuming the flow over the weir is critical, calculate the flow rate in the channel by
iteratively solving for the critical depth he. Perform at least 3 iterations. Did the flow
rate converge?
2. Given the water depth immediately downstream of the weir is 90% of the critical
depth hc, what is the water depth after the flow experiences a hydraulic jump further
downstream?
3. How much energy is dissipated by the hydraulic jump?
h₁
hweir
Figure 7: A subcritical flow goes over a broad-crested weir, and it experiences a hydraulic jump
downstream of the weir. Figure not to scale.
masonry works
Chapter 16 Solutions
Engineering Fundamentals
Ch. 16.1 - Prob. 1BYGCh. 16.1 - Prob. 2BYGCh. 16.1 - Prob. 3BYGCh. 16.1 - Prob. 4BYGCh. 16.1 - Prob. BYGVCh. 16.3 - Prob. 1BYGCh. 16.3 - Prob. 2BYGCh. 16.3 - Prob. 3BYGCh. 16.3 - Prob. 4BYGCh. 16.3 - Prob. 5BYG
Ch. 16.3 - Prob. BYGVCh. 16.4 - Prob. 1BYGCh. 16.4 - Prob. 2BYGCh. 16.4 - Give examples of common electrical engineering...Ch. 16.4 - Prob. 4BYGCh. 16.4 - VocabularyState the meaning of the following...Ch. 16 - Prob. 1PCh. 16 - Prob. 2PCh. 16 - Prob. 3PCh. 16 - Prob. 4PCh. 16 - Prob. 5PCh. 16 - Prob. 6PCh. 16 - Prob. 7PCh. 16 - Prob. 8PCh. 16 - Prob. 9PCh. 16 - Prob. 10PCh. 16 - Prob. 11PCh. 16 - Prob. 12PCh. 16 - Prob. 13PCh. 16 - Prob. 14PCh. 16 - Prob. 15PCh. 16 - Prob. 16PCh. 16 - Prob. 17PCh. 16 - Prob. 18PCh. 16 - Prob. 19PCh. 16 - Prob. 20PCh. 16 - Prob. 21PCh. 16 - Prob. 22PCh. 16 - Prob. 23PCh. 16 - Prob. 24PCh. 16 - Prob. 25PCh. 16 - Prob. 26PCh. 16 - Prob. 27PCh. 16 - Prob. 28PCh. 16 - Prob. 29PCh. 16 - Prob. 30PCh. 16 - Prob. 31PCh. 16 - Prob. 32PCh. 16 - Prob. 33PCh. 16 - Prob. 34PCh. 16 - Prob. 35PCh. 16 - Prob. 36PCh. 16 - Prob. 37PCh. 16 - Prob. 38PCh. 16 - Prob. 39PCh. 16 - Prob. 40PCh. 16 - Prob. 41PCh. 16 - Prob. 42PCh. 16 - Prob. 43PCh. 16 - Prob. 44PCh. 16 - Prob. 45PCh. 16 - Prob. 46PCh. 16 - Prob. 47PCh. 16 - Prob. 48PCh. 16 - Prob. 49PCh. 16 - Prob. 50P
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