3.3A cross regulator is to be constructed on a two opening with clear width=2.5m to each open with the following data: U/S and D/S width =10m, downstream side slope 1:1,longitudinal slope 10.5cm/km, n=0.023, U/S and D/S bed level=32m,downstream water level=36m,cd=0.92,for fully -32m.downstream opening conditions. U/Sw.L Calculate the upstream water level of the regulator. U/s = H = D/s Neglect velocity of approach>
3.3A cross regulator is to be constructed on a two opening with clear width=2.5m to each open with the following data: U/S and D/S width =10m, downstream side slope 1:1,longitudinal slope 10.5cm/km, n=0.023, U/S and D/S bed level=32m,downstream water level=36m,cd=0.92,for fully -32m.downstream opening conditions. U/Sw.L Calculate the upstream water level of the regulator. U/s = H = D/s Neglect velocity of approach>
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Design of Hydraulic Structures
![3.3A cross regulator is to be constructed on a two opening with clear width=2.5m to
each open with the following data:
U/S and D/S width=10m, downstream side slope 1:1,longitudinal slope 10.5cm/km,
n=0.023, U/S and D/S bed level=32m,downstream water level=36m,cd=0.92,for fully
Sandg
910
opening conditions.
ulsw.l
Calculate the upstream water level of the regulator.
U/S - H - D/s
Neglect velocity of approach>](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F20ff780f-fb38-4ab5-b562-9afc1a397dea%2Fe1c0d84a-1148-4d13-b43c-755aed06b97d%2Fhgrakge_processed.jpeg&w=3840&q=75)
Transcribed Image Text:3.3A cross regulator is to be constructed on a two opening with clear width=2.5m to
each open with the following data:
U/S and D/S width=10m, downstream side slope 1:1,longitudinal slope 10.5cm/km,
n=0.023, U/S and D/S bed level=32m,downstream water level=36m,cd=0.92,for fully
Sandg
910
opening conditions.
ulsw.l
Calculate the upstream water level of the regulator.
U/S - H - D/s
Neglect velocity of approach>
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