A horizontal channel with a trapezoidal cross-section has a bottom width of 5 m, sidewall slope of 1V:2H, and discharge of Q= 10.85 m³/s. The water level was kept constant at the gate to 0.25 m to form a hydraulic jump in the channel. The conjugate depth based on the graphical method (Figure 6-7) is: Select an answer and submit. For keyboard navigation, use the up/down arrow keys to select an answer. a b C d 1.50 m 1.75 m 2.10 m 2.25 m
A horizontal channel with a trapezoidal cross-section has a bottom width of 5 m, sidewall slope of 1V:2H, and discharge of Q= 10.85 m³/s. The water level was kept constant at the gate to 0.25 m to form a hydraulic jump in the channel. The conjugate depth based on the graphical method (Figure 6-7) is: Select an answer and submit. For keyboard navigation, use the up/down arrow keys to select an answer. a b C d 1.50 m 1.75 m 2.10 m 2.25 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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