Webb16 feb. 2024 · The present paper deals with two open issues concerning the free orifice flow under vertical sluice gates, namely, the flow stability at large gate openings and the disambiguation of multiple solutions in the case of partial dam-break. Webb16 juli 2024 · This study investigates experimentally and numerically the effects of sills with different geometric specifications at various positions on the hydraulic characteristics of flow through sluice gates. The simulation results showed that the RNG turbulence model’s statistical indicators yield high accuracy compared to the k-ε, k …
Calculation of Contraction Coefficient under Sluice Gates and ...
Webbenergy-momentum equations in vertical sluice gates to predict a more applicable contraction coefficient instead of the typical 0.61 value. Although the results were satisfactory, it was shown that the estimated discharges have a 10% bias compared to the measured counterparts. Webb19 aug. 2024 · Furthermore, flow discharge has an influence on the gate body loads, which is mainly concentrated in the upstream plate and gate bottom. ... F. Flow-induced horizontal and vertical vibration of sluice gates. Water Manag. 2024, 3, 152–162. [Google Scholar ... Panel momentum: (a) service gate height 1.0 m; and (b) service gate height ... east end pub new forest
Influence of sill integration in labyrinth sluice gate hydraulic ...
Webb24 sep. 2024 · In this research, a circular orifice employed with sluice gates as a means of energy dissipation downstream the gates, was explored. Forty-five runs were completed under 3 discharges, 3 upstream water heads, and 7 tail gate water depths. Five models for sluice gate with orifice were utilized. WebbThe channel has a discharge of 200 cubic feet per second at a uniform flow (normal) depth of 2 ft. A sluice gate at the downstream end of the channel controls the flow depth just upstream of the gate to a depth z. Determine the depth z so that a hydraulic jump is formed just upstream of the gate. Webb11 mars 2024 · In this paper, an experimental study was carried out for testing the water flow during the opening process of a bottom shaft driving flap gate. Three different opening velocities (once in 20 years, once in 50 years, once in 100 years) were selected for obtaining detailed characteristics. cub scout bowling belt loop