O LeBron or MJ? X April 8, 2020 – B Lecture 13 – Flc x P CIVENG 2004 ( X CIVENG 2004 f (2) Facebook b o LeBron or M. X O Final_Exam_Pra x E Untitled docum x i dib10bmlvqabco.cloudfront.net/attach/k4x223h5u3g1u2/jp1nfmmkpsy79m/k8swrgggfeqt/Final_Exam_Practice_Problem.pdf 10.54 The smooth concrete-lined channel shown in Fig. P10.54 is built on a slope of 2 m/km. Determine the flowrate if the depth is y = 1.5 m. 6 m Concrete 1.0 m 0.5 m 3 m- 11.60 For a trapezoidal shaped channel (n = 0.014 and slope Sh = 0.0002 with vertical to 1.5 horizontal), determine the normal depth for a discharge of 1000 cfs. 20-ft bottom width and side slopes of 1 Consider the flow under the sluice gate of Fig. P10.84. If yı = 10 ft and all losses are neglected except the dissipa- tion in the jump, calculate y2 and y3 and the percentage of dissipation, and sketch the flow to scale with the EGL included. The channel is horizontal and wide. Jump V = 2 ft/s У2 P10.84 6:41 PM O Type here to search E O 4») ENG 21 2020-04-15
O LeBron or MJ? X April 8, 2020 – B Lecture 13 – Flc x P CIVENG 2004 ( X CIVENG 2004 f (2) Facebook b o LeBron or M. X O Final_Exam_Pra x E Untitled docum x i dib10bmlvqabco.cloudfront.net/attach/k4x223h5u3g1u2/jp1nfmmkpsy79m/k8swrgggfeqt/Final_Exam_Practice_Problem.pdf 10.54 The smooth concrete-lined channel shown in Fig. P10.54 is built on a slope of 2 m/km. Determine the flowrate if the depth is y = 1.5 m. 6 m Concrete 1.0 m 0.5 m 3 m- 11.60 For a trapezoidal shaped channel (n = 0.014 and slope Sh = 0.0002 with vertical to 1.5 horizontal), determine the normal depth for a discharge of 1000 cfs. 20-ft bottom width and side slopes of 1 Consider the flow under the sluice gate of Fig. P10.84. If yı = 10 ft and all losses are neglected except the dissipa- tion in the jump, calculate y2 and y3 and the percentage of dissipation, and sketch the flow to scale with the EGL included. The channel is horizontal and wide. Jump V = 2 ft/s У2 P10.84 6:41 PM O Type here to search E O 4») ENG 21 2020-04-15
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
Related questions
Question

Transcribed Image Text:O LeBron or MJ? X
April 8, 2020 –
B Lecture 13 – Flc x
P CIVENG 2004 ( X
CIVENG 2004
f (2) Facebook
b o LeBron or M. X
O Final_Exam_Pra x
E Untitled docum x
i dib10bmlvqabco.cloudfront.net/attach/k4x223h5u3g1u2/jp1nfmmkpsy79m/k8swrgggfeqt/Final_Exam_Practice_Problem.pdf
10.54 The smooth concrete-lined channel shown in Fig. P10.54 is
built on a slope of 2 m/km. Determine the flowrate if the depth is
y = 1.5 m.
6 m
Concrete
1.0 m
0.5 m
3 m-
11.60 For a trapezoidal shaped channel (n = 0.014 and slope
Sh = 0.0002 with
vertical to 1.5 horizontal), determine the normal depth for a
discharge of 1000 cfs.
20-ft bottom width and side slopes of 1
Consider the flow under the sluice gate of Fig. P10.84. If
yı = 10 ft and all losses are neglected except the dissipa-
tion in the jump, calculate y2 and y3 and the percentage
of dissipation, and sketch the flow to scale with the EGL
included. The channel is horizontal and wide.
Jump
V = 2 ft/s
У2
P10.84
6:41 PM
O Type here to search
E O 4») ENG
21
2020-04-15
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