In Eig. 5a below, the flow rate is 1.2 m³/s per meter of channel width. (a) Compute the velocity and water depth at the top of the budge (hma= 0.1 m). Characterize the flow there. (b) Rework the problem for a flow rate three times as large. 몰 Vo V(x) Yo =0.85m y (x) Bulge h(x) Fig 5a
In Eig. 5a below, the flow rate is 1.2 m³/s per meter of channel width. (a) Compute the velocity and water depth at the top of the budge (hma= 0.1 m). Characterize the flow there. (b) Rework the problem for a flow rate three times as large. 몰 Vo V(x) Yo =0.85m y (x) Bulge h(x) Fig 5a
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![In Eig. 5a below, the flow rate is 1.2 m³/s per meter of channel width.
(a) Compute the velocity and water depth at the top of the budge (hma= 0.1 m). Characterize
the flow there.
(b) Rework the problem for a flow rate three times as large.
1
+ 'o
+ V(x)
Yo =0.85m
y(x)
Bulge
h(x)
Fig 5a](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F96332656-6a58-4156-924a-f4a17edad9c7%2Ff3f80c02-e60c-4869-bf59-78be814d80e3%2Fgi0e9hs_processed.png&w=3840&q=75)
Transcribed Image Text:In Eig. 5a below, the flow rate is 1.2 m³/s per meter of channel width.
(a) Compute the velocity and water depth at the top of the budge (hma= 0.1 m). Characterize
the flow there.
(b) Rework the problem for a flow rate three times as large.
1
+ 'o
+ V(x)
Yo =0.85m
y(x)
Bulge
h(x)
Fig 5a
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