Problem 4. A 4 m wide creek with a rectangular cross-section is carrying a flow with flow rate Q = 20 m³/s down a steep slope (Fig. 3). The flow experiences a hydraulic jump as it encounters a flat section. Given the upstream water depth hị is 1.2 m before the hydraulic jump, 1. Find the downstream water depth h2. 2. Find the total energy head loss across the hydraulic jupm. 3. Find the flow velocity upstream and downstream of the hydraulic jump. h2 Ih Figure 3: A small creek flows down a steep slope and experiences a hydraulic jump as it encounters a flat section.
Problem 4. A 4 m wide creek with a rectangular cross-section is carrying a flow with flow rate Q = 20 m³/s down a steep slope (Fig. 3). The flow experiences a hydraulic jump as it encounters a flat section. Given the upstream water depth hị is 1.2 m before the hydraulic jump, 1. Find the downstream water depth h2. 2. Find the total energy head loss across the hydraulic jupm. 3. Find the flow velocity upstream and downstream of the hydraulic jump. h2 Ih Figure 3: A small creek flows down a steep slope and experiences a hydraulic jump as it encounters a flat section.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A 4m wide creek with a rectangular cross-section is carrying a flow with flow rate Q = 20m3/s down a steep slope (Fig. 3). The flow experiences a hydraulic jump as it encounters a flat section. Given the upstream water depth h1 is 1.2m before the hydraulic jump,
1. Find the downstream water depth h2.
2. Find the total energy head loss across the hydraulic jump.
3. Find the flow velocity upstream and downstream of the hydraulic jump.
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