Experimental Investigation of Hydraulic Parameters of Flow in Sluice Gates with Different Openings

Abstract

Here, the contraction coefficient, discharge coefficient, hydraulic jump length, and relative energy dissipation in which the gate acts as a supercritical flow generator were investigated at different openings. The maximum value of the contraction coefficient is related to the gate with the lowest amount of opening. The amount of gate opening is inversely related to the discharge coefficient. At a certain discharge, increasing opening leads to a decrease in relative energy dissipation. Moreover, with increasing Froude number, relative energy dissipation increases. Here, the amplitude of the Froude number changed from 2.2 to 14.2, which has a direct effect on the hydraulic jump length, and with increasing opening, the Froude number and jump length decreased. The amount of opening is inversely related to the upstream water depth and the hydrodynamic force applied to the gate. Regression nonlinear polynomial relationships were presented to predict relative energy dissipation and discharge coefficient with appropriate statistical indicators of root mean square error and Kling Gupta. For the discharge coefficient, mdecreasedore than 78% of the data have an error of less than ±1.5%. In addition, for energy dissipation relative to the upstream and downstream, more than 88% of the data have a relative error of less than ±5 and ±1%, respectively.

Keywords

• contraction coefficient
• discharge coefficient
• energy dissipation
• gate opening
• hydrodynamic force