Sill Role Effect on the Flow Characteristics (Experimental and Regression Model Analytical)

Author:

Abbaszadeh Hamidreza1ORCID,Norouzi Reza1ORCID,Sume Veli2,Kuriqi Alban3ORCID,Daneshfaraz Rasoul1,Abraham John4ORCID

Affiliation:

1. Department of Civil Engineering, Faculty of Engineering, University of Maragheh, Maragheh 5518183111, Iran

2. Department of Civil Engineering, Faculty of Engineering and Architecture, Recep Tayyip Erdogan University, Rize 53100, Türkiye

3. Civil Engineering Research and Innovation for Sustainability, Instituto Superior Técnico, Universidade de Lisboa, 1049-001 Lisboa, Portugal

4. School of Engineering, University of St. Thomas, St. Paul, MN 33901, USA

Abstract

This study investigates the effects of gate openings and different sill widths on the sluice gate’s energy dissipation and discharge coefficient (Cd). The physical model of the sills includes rectangular sills of different dimensions. The results show that the gate opening size is inversely related to the Cd for a gate without a sill. In addition, increasing the gate opening size for a given discharge decreases the relative energy dissipation, and increasing the Froude number increases the relative energy dissipation. The results also show that the Cd and relative energy dissipation decrease when the width of the sill is decreased, thus increasing the total area of the flux flowing through the sluice gate and vice versa. According to the experimental results, the relative energy dissipation and the Cd of the sluice gate are larger for all sill widths than without the sill. Finally, non-linear polynomial relationships are presented based on dimensionless parameters for predicting the relative energy dissipation and outflow coefficient.

Publisher

MDPI AG

Subject

Fluid Flow and Transfer Processes,Mechanical Engineering,Condensed Matter Physics

Reference26 articles.

1. Negm, A.M., Alhamid, A.A., and El-Saiad, A.A. (September, January 31). Submerged flow below sluice gate with sill. Proceedings of the International Conference on Hydro-Science and Engineering Hydro-Science and Engineering ICHE98, Berlin, Germany. Advances in Hydro-Science and Engineering.

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3. Flow Equation for the Sluice Gate;Rajaratnam;J. Irrig. Drain. Div.,1967

4. Free Flow Immediately Below Sluice Gates;Rajaratnam;J. Hydraul. Div.,1977

5. Sluice Gate Discharge Equations;Swamee;J. Irrig. Drain. Eng.,1992

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