Structural Analysis (10th Edition)
10th Edition
ISBN: 9780134610672
Author: Russell C. Hibbeler
Publisher: PEARSON
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Question
Chapter 8, Problem 8.15P
To determine
Vertical displacement of Joint C
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Question 6.
Water enters a reach of rectangular channel
where y₁ = 0.5 m, b = 7.5 m, and Q = 20 m³/s
(Figure P10.39). It is desired that a hydraulic
jump occur upstream (location 2) of the sill
and on the sill critical conditions exist (loca-
tion 3). Other than across the jump, losses can
be neglected. Determine the following:
(a) Depths at locations 2 and 3
(b) Required height of the sill, h
(c) Resultant force acting on the sill
(d) Sketch the water surface and energy
grade line.
(e) Describe the nature and character of the
jump.
1
2
3.
h
Question 5. This figure shows a cross section of an aqueduct that carries water at 50 m³/s. The
value of Manning's n is 0.02. Find the bottom slope.
45°
4.0 m
7.0 m-
Question 4. A rectangular, unfinished concrete channel of 30-ft width is laid on a slope of 7 ft/mi.
Determine the flow depth and Froude number of the flow if the flowrate is 350 ft³/s.
Chapter 8 Solutions
Structural Analysis (10th Edition)
Ch. 8 - Determine the vertical displacement of joint A....Ch. 8 - Prob. 8.2PCh. 8 - Prob. 8.3PCh. 8 - Prob. 8.4PCh. 8 - Prob. 8.5PCh. 8 - Prob. 8.6PCh. 8 - Prob. 8.7PCh. 8 - Prob. 8.8PCh. 8 - Prob. 8.9PCh. 8 - Prob. 8.10P
Ch. 8 - Prob. 8.11PCh. 8 - Prob. 8.12PCh. 8 - Prob. 8.13PCh. 8 - Prob. 8.14PCh. 8 - Prob. 8.15PCh. 8 - Prob. 8.16PCh. 8 - Prob. 8.17PCh. 8 - Prob. 8.18PCh. 8 - Prob. 8.19PCh. 8 - Prob. 8.20PCh. 8 - Prob. 8.21PCh. 8 - Prob. 8.22PCh. 8 - Prob. 8.23PCh. 8 - Prob. 8.24PCh. 8 - Prob. 8.25PCh. 8 - Prob. 8.26PCh. 8 - Prob. 8.27PCh. 8 - Prob. 8.28PCh. 8 - Prob. 8.29PCh. 8 - Prob. 8.30PCh. 8 - Prob. 8.31PCh. 8 - Prob. 8.32PCh. 8 - Prob. 8.33PCh. 8 - Prob. 8.34PCh. 8 - Prob. 8.35PCh. 8 - Prob. 8.36PCh. 8 - Prob. 8.37PCh. 8 - Prob. 8.38PCh. 8 - Prob. 8.39PCh. 8 - Prob. 8.40PCh. 8 - Prob. 8.41PCh. 8 - Prob. 8.42PCh. 8 - Prob. 8.43PCh. 8 - Prob. 8.44PCh. 8 - Prob. 8.45PCh. 8 - Prob. 8.46PCh. 8 - Prob. 8.47PCh. 8 - Prob. 8.48PCh. 8 - Prob. 8.49PCh. 8 - Prob. 8.50PCh. 8 - Prob. 8.51PCh. 8 - Prob. 8.52PCh. 8 - Prob. 8.53PCh. 8 - Prob. 8.54PCh. 8 - Prob. 8.55PCh. 8 - Prob. 8.56PCh. 8 - Prob. 8.57PCh. 8 - Prob. 8.58PCh. 8 - Prob. 8.59PCh. 8 - Prob. 8.60PCh. 8 - Prob. 8.61P
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