Circular Gates in Circular and U‐Shaped Channels
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The discharge-head relation of flows in circular and U-shaped channels under circular thin plate gates is established. The coefficient of discharge is determined experimentally and it is found that only the effect of the relative gate opening is significant. Peculiarities of the free surface downstream of the gate section are described in detail.
[1] David R. Dawdy,et al. Mathematical Models of Catchment Behavior , 1965 .