Scour downstream of a corrugated apron under wall jets

Author:

Chaudhary Rakesh Kumar12,Ahmad Zulfequar3,Mishra Surendra Kumar1

Affiliation:

1. Department of Water Resources Development and Management, Indian Institute of Technology Roorkee, Roorkee, India

2. Institute for Integrated Hydro Environment Research, Kathmandu, Nepal

3. Department of Civil Engineering, Indian Institute of Technology Roorkee, Roorkee, India

Abstract

Abstract Experiments were performed over smooth and corrugated aprons with different corrugation dimensions to study the scour and flow characteristics under submerged wall jets condition. The scour depth and length are significantly lower for corrugated than smooth rigid aprons. The maximum reductions in scour depth and length are 79 and 83%, respectively. Optimum scour depth and length are found for aspect ratio (ratio of corrugation wave length to amplitude) three for corrugated apron. The factors affecting scour depth and length were analyzed graphically, and empirical equations are proposed for predicting maximum scour depth and length, and the point of maximum scour depth for corrugated aprons. Velocity, turbulence characteristics, and Reynolds stress in scour holes for smooth and corrugated aprons were also studied.

Publisher

IWA Publishing

Subject

Water Science and Technology

Reference34 articles.

1. Estimation of scour depth downstream of an apron under 2D horizontal jets;Aamir,2015

2. Review of literature on local scour under plane turbulent wall jets

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5. Estimation of hydraulic jump on corrugated bed using artificial neural networks and genetic programming;Abbaspour;Water Science and Engineering,2013

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