295. The width of a weir with end contraction, is
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296. The upper surface of the weir over which ater flows, is known as
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297. Discharge Q over a rectangular weir of length L and height H, is given by the equation
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298. To ensure that water does not rise more than 100 cm above the crest, for a discharge of 5.00 m3/sec, the length of water will be
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299. The Empirical formula Q = 0.405 ?Q for discharge over large rectangular weirs, is known as
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300. When water flows over a rectangular suppressed weir, the negative pressure created beneath the nappe
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301. When no air is left below the nappe and water stream adheres to the down stream face of the weir, it is known as 15C dai2g
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