RESEARCH ARTICLE


Dissipation of Water Energy by Using a Special Stilling Basin Via Three-dimensional Numerical Model



Yasser El-Saie1, *, Osama Saleh2, Marihan El-Sayed3, Abdelazim Ali4, Eslam El-Tohamy Yasser Mohamed Sadek5
1 Department of Civil Engineering, Higher Institute of Engineering, El-Shorouk Academy, Zagazig, Egypt
2 Department of Civil Engineering, Zagazig University, Cairo, Egypt
3 Department of Civil Engineering, Higher Institute of Engineering, El-Shorouk academy, Zagazig University, Zagazig, Egypt
4 Department of Civil Engineering, National Water Research Center, Cairo, Egypt
5 Department of Civil Engineering, Zagazig University, Zagazig, Egypt


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Creative Commons License
© 2023 El-Saie et al.

open-access license: This is an open access article distributed under the terms of the Creative Commons Attribution 4.0 International Public License (CC-BY 4.0), a copy of which is available at: https://creativecommons.org/licenses/by/4.0/legalcode. This license permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.

* Address correspondence to this author at the Department of Civil Engineering, Higher Institute of Engineering, El-Shorouk Academy, Cairo, Egypt; E-mail: yasser_elsaie@yahoo.com


Abstract

Introduction:

The forced hydraulic jump characteristics were studied numerically using Flow-3D software. Rectangular and semi-cylindrical shape slices were used as obstacles with different arrangements in the stilling basin to dissipate the excess kinetic energy.

Methods:

Each shape type was tested under five values of discharges (60, 80, 100, 120, and 160 l s-1). The numerical results showed that the obstacles act as good energy dissipators, which decrease the hydraulic jump length and the length of the stilling basin as a result. The best case is installing three semi-cylindrical slices in the stilling basin, and energy dissipation ratios range from 48% to 63%, with an average difference of 14% from the values of classical hydraulic jumps, according to discharge values.

Results:

It should be noted that the semi-cylindrical slices have better performance on energy dissipation ratios than rectangular slices, which indicates concave surface models cause the flow to change its direction, and this leads to a stable hydraulic condition.

Conclusion:

Results of this work can be applied to a prototype by fixing three semi-cylindrical slices in the stilling basin at relative distances of 0.2, 0.5, and 0.8 from the end of the spillway, and this lead to maximize energy dissipation rates.

Keywords: Energy dissipation, Flow-3D model, Hydraulic jump, Obstacles, Stilling basin, semi-cylindrical slices.