Generalized scaling law of equilibrium scour depth at a cylinder embedded in an erodible bed

Author:

Ali Sk Zeeshan1ORCID,Dey Subhasish23ORCID

Affiliation:

1. Department of Civil Engineering, Indian Institute of Technology Hyderabad 1 , Telangana 502285, India

2. Department of Civil and Infrastructure Engineering, Indian Institute of Technology Jodhpur 2 , Rajasthan 342030, India

3. Department of Hydraulic Engineering, State Key Laboratory of Hydro-Science and Engineering, Tsinghua University 3 , Beijing 100084, China

Abstract

Turbulent stream approaching a cylinder embedded in an erodible bed triggers significant erosion to form a scour hole. We present a generalized scaling framework for the equilibrium scour depth at a circular cylinder by means of the similarity principle and discover that the similarity exponent can be uniquely determined through the turbulence phenomenology. We assess the veracity of our approach aided by the experimental and field data covering wide ranges of key parameters. The scaling law offers insight into how the dimensionless scour depth relates to the inertia, drag, shear, and threshold shear forces.

Funder

Science and Engineering Research Board

Publisher

AIP Publishing

Reference53 articles.

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1. Revisiting the analysis of self-formed threshold alluvial channels;Environmental Fluid Mechanics;2024-08-09

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