A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Design of Constant Accuracy Linear Proportional Weir
Five different shaped weirs were designed and pertinent data for their use are given. One of these weir shapes had the least sharp edge at the junction of the base weir and complementary weir. Two other types of weirs had equal slopes at the junction of the base weir and complementary weir. Another shape, for which neither the indication accuracy was constant nor the slope was equal at the junction of the base weir and complementary weir, was also tested. The results of the four weir shapes hydraulically tested give consistent values for the coefficient of discharge varying between 0.625 to 0.631. The indication accuracies of all the previously designed linear proportional weirs (includig Sutro weir) are neither constant nor unity, as is believed.
Design of Constant Accuracy Linear Proportional Weir
Five different shaped weirs were designed and pertinent data for their use are given. One of these weir shapes had the least sharp edge at the junction of the base weir and complementary weir. Two other types of weirs had equal slopes at the junction of the base weir and complementary weir. Another shape, for which neither the indication accuracy was constant nor the slope was equal at the junction of the base weir and complementary weir, was also tested. The results of the four weir shapes hydraulically tested give consistent values for the coefficient of discharge varying between 0.625 to 0.631. The indication accuracies of all the previously designed linear proportional weirs (includig Sutro weir) are neither constant nor unity, as is believed.
Design of Constant Accuracy Linear Proportional Weir
Murthy, K. Keshava (author) / Pillai, K. Gopalakrishna (author)
Journal of the Hydraulics Division ; 104 ; 527-541
2021-01-01
151978-01-01 pages
Article (Journal)
Electronic Resource
Unknown
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