Development of scour around a circular pier and its modelling using genetic algorithm

Author:

Pandey Manish1,Zakwan Mohammad2,Khan Mohammad Amir3,Bhave Swati4

Affiliation:

1. Department of Civil Engineering, NIT, Warangal, India

2. MANUU, Hyderabad – 500032, India

3. Galgotia College of Engineering, Knowledge Park I, Uttar Pradesh – 201310, India

4. Department of Civil Engineering, VNIT, Nagpur, India

Abstract

Abstract This paper deals with generalized scour estimation to investigate maximum scour depth at equilibrium scour condition using experimental data obtained from experiments conducted by the authors along with data of previous researchers. Three hundred experimental data were used to derive the generalized clear water scour relationship around circular a bridge pier by using genetic algorithm (GA) and multiple linear regression (MLR) techniques. The GA-based maximum scour depth relationship showed more precise results than MLR. In addition, the present GA and MLR relationships were compared with some equations developed by earlier researchers. Graphically and statistically, it was observed that the GA and MLR relationships provide better agreement with experimental data as compared to earlier relationships. The present study highlights that the GA approach could be effectively used for estimation of maximum scour depth prediction around the bridge pier.

Publisher

IWA Publishing

Subject

Water Science and Technology

Reference39 articles.

1. Gene expression programming for prediction of scour depth downstream of sills;Journal of Hydrology,2012

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3. Enhancing scour protection in river bends: a novel slotted bank-attached vane;Water Supply,2020

4. Reduction of local scour around a bridge pier by using different shapes of pier slots and collars;Water Supply,2020

5. Investigation of flow, erosion, and sedimentation pattern around varied groynes under different hydraulic and geometric conditions: a numerical study;Water,2019

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