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Research Article

Academia Journal of Scientific Research Research 8(6): 193-203, June 2020
DOI: 10.15413/ajsr.2020.0112
ISSN: 2315-7712
2020 Academia Publishing 

Abstract


Flow parameters through sluice gate in a dam in India

 

Accepted 16th March, 2020

Sudip Basack1, Ghritartha Goswami2, Prandeep Deka1 and Partha Pratim Borah1

1Department of Civil Engineering, School of Engineering and Technology, Kaziranga University, Jorhat, India.
2Water Resource and Management, Department of Civil Engineering, School of Engineering and Technology, Kaziranga University, Jorhat, India.


 
Controlling the discharge through a gravity dam by means of sluice gate is quite common technique. Although extensive theoretical and experimental studies on discharge parameters are available, most of these studies reported sedimentation and river bed conditions resulting in reduced discharge through a dam, although limited research has focused on controlling and adjusting the discharge considering practical scenario. This study presents a simplified analytical model applied to a typical case study on a typical dam in western India which was used the lift irrigation technique for improving the discharge. The approach focuses on the parametric studies for predicting the variations in discharge ratio employing a range of geometrical parameters such as area and aspect ratio of the individual sluice gates and their total number. It was found that the discharge is largely affected by minor alteration in these parameters. A set of important conclusions was drawn from the entire study.

Key words: Analytical modeling, dam, discharge, flow, opening, ratio, sluice gates.
 

This is an open access article published under the terms of the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

Cite this article as:

Basack S, Goswami G, Deka P, Borah PP (2020). Flow parameters through sluice gate in a dam in India. Acad. J. Sci. Res. 8(6): 193-203.

 

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