Q4. A rectangular weir of 8m long is to be built across a rectangular channel to discharge a flow of 9 m³/s (Fig. 4). If the maximum depth of water on the upstream side of weir is to be 1.72 m, what should be the height of the weir crest above the channel bed, if the coefficient of discharge for the weir is 0.62. |1.72 m Fig. 4
Q4. A rectangular weir of 8m long is to be built across a rectangular channel to discharge a flow of 9 m³/s (Fig. 4). If the maximum depth of water on the upstream side of weir is to be 1.72 m, what should be the height of the weir crest above the channel bed, if the coefficient of discharge for the weir is 0.62. |1.72 m Fig. 4
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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