A rectangular channel has a width of 5 m, carriers a discharge of 25.2 m/s with a depth of 3.6 m at section 1. At a certain distance downstream (section 2), flow experiences a smooth and gradual contraction with a minimum width of B to form a critical condition. Note: The energy loss is 100% of the velocity head at section 1. b) Calculate the Froude number in section 1 c) Calculate the minimum channel width (B) at section 2 such that no backwater occurs for this discharge 1) Calculate the force imbalance using the momentum equation bo F- Top verw Bin Q 3₁ Side verw
A rectangular channel has a width of 5 m, carriers a discharge of 25.2 m/s with a depth of 3.6 m at section 1. At a certain distance downstream (section 2), flow experiences a smooth and gradual contraction with a minimum width of B to form a critical condition. Note: The energy loss is 100% of the velocity head at section 1. b) Calculate the Froude number in section 1 c) Calculate the minimum channel width (B) at section 2 such that no backwater occurs for this discharge 1) Calculate the force imbalance using the momentum equation bo F- Top verw Bin Q 3₁ Side verw
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![A rectangular channel has a width of 5 m, carriers a discharge of 25.2 m/s with a depth of 3.6 m at
section 1. At a certain distance downstream (section 2), flow experiences a smooth and gradual
contraction with a minimum width of B to form a critical condition.
Note: The energy loss is 100% of the velocity head at section 1.
b) Calculate the Froude number in section 1
c) Calculate the minimum channel width (B) at section 2 such that no backwater occurs for this
discharge
d) Calculate the force imbalance using the momentum equation
Q
F
F
Top veiw
Bin
31
Side vetw](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F2884978c-cdfd-46a8-b0f9-ee4e96e13210%2F33f15d81-8055-4037-b8a2-b56cb674a8cc%2Frnm5nnq_processed.png&w=3840&q=75)
Transcribed Image Text:A rectangular channel has a width of 5 m, carriers a discharge of 25.2 m/s with a depth of 3.6 m at
section 1. At a certain distance downstream (section 2), flow experiences a smooth and gradual
contraction with a minimum width of B to form a critical condition.
Note: The energy loss is 100% of the velocity head at section 1.
b) Calculate the Froude number in section 1
c) Calculate the minimum channel width (B) at section 2 such that no backwater occurs for this
discharge
d) Calculate the force imbalance using the momentum equation
Q
F
F
Top veiw
Bin
31
Side vetw
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