6) 6) A 45° V-notch weir is installed in a 2 ft wide rectangular laboratory flume. The crest height is 1.0 ft, and the water surface elevation at the approach section is 0.38 ft above the crest. Determine the discharge in the flume. Assume a discharge coefficient of 0.58.

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Chapter2: Loads On Structures
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6) 6) A 45° V-notch weir is installed in a 2 ft wide rectangular laboratory flume. The
crest height is 1.0 ft, and the water surface elevation at the approach section is 0.38
ft above the crest. Determine the discharge in the flume. Assume a discharge
coefficient of 0.58.
Transcribed Image Text:6) 6) A 45° V-notch weir is installed in a 2 ft wide rectangular laboratory flume. The crest height is 1.0 ft, and the water surface elevation at the approach section is 0.38 ft above the crest. Determine the discharge in the flume. Assume a discharge coefficient of 0.58.
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