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Engineering · Civil Engineering
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Plot and compare the head-discharge relationships for a rectangular sharp-crested weir having a crest length of 1.0 ft in a 5-ft wide channel with that for a 90o V-notch, sharp-crested weir if both weir crests are 1 ft above the channel bottom. Consider a head range of 0-0.5 ft. having a at fora 90 crests are I f above the channel bow

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