Hydrodynamics of a Bordered Collar as a Countermeasure against Pier Scouring

Countermeasures against local scour at bridge piers and abutments can be grouped into two categories: (1) flow-altering and (2) bed-armouring countermeasures. In this work, long-term laboratory-scale experiments of clear-water scour at bridge piers with different configurations were performed in ord...

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Main Authors: Domenico Ferraro, Andrea Fenocchi, Roberto Gaudio
Format: Article
Language:English
Published: MDPI AG 2022-10-01
Series:Environmental Sciences Proceedings
Subjects:
Online Access:https://www.mdpi.com/2673-4931/21/1/6
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author Domenico Ferraro
Andrea Fenocchi
Roberto Gaudio
author_facet Domenico Ferraro
Andrea Fenocchi
Roberto Gaudio
author_sort Domenico Ferraro
collection DOAJ
description Countermeasures against local scour at bridge piers and abutments can be grouped into two categories: (1) flow-altering and (2) bed-armouring countermeasures. In this work, long-term laboratory-scale experiments of clear-water scour at bridge piers with different configurations were performed in order to investigate the effects of an unprotected cylindrical pier, of a cylindrical pier with a classic collar countermeasure and of a cylindrical pier with a modified collar countermeasure. Tests were performed in a flume with movable sediment bed, and the scoured bathymetries at the equilibrium stage were acquired and used in numerical simulations of small-scale hydrodynamics at the piers. The modified collar countermeasure resulted in a significant reduction of the scour hole dimensions.
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spelling doaj.art-f99b9ff6f312484e8b33e40232732f7f2023-11-19T10:36:54ZengMDPI AGEnvironmental Sciences Proceedings2673-49312022-10-01211610.3390/environsciproc2022021006Hydrodynamics of a Bordered Collar as a Countermeasure against Pier ScouringDomenico Ferraro0Andrea Fenocchi1Roberto Gaudio2Dipartimento di Ingegneria Civile, Università della Calabria, 87036 Rende, CS, ItalyDipartimento di Ingegneria Civile e Architettura, Università degli Studi di Pavia, 27100 Pavia, PV, ItalyDipartimento di Ingegneria Civile, Università della Calabria, 87036 Rende, CS, ItalyCountermeasures against local scour at bridge piers and abutments can be grouped into two categories: (1) flow-altering and (2) bed-armouring countermeasures. In this work, long-term laboratory-scale experiments of clear-water scour at bridge piers with different configurations were performed in order to investigate the effects of an unprotected cylindrical pier, of a cylindrical pier with a classic collar countermeasure and of a cylindrical pier with a modified collar countermeasure. Tests were performed in a flume with movable sediment bed, and the scoured bathymetries at the equilibrium stage were acquired and used in numerical simulations of small-scale hydrodynamics at the piers. The modified collar countermeasure resulted in a significant reduction of the scour hole dimensions.https://www.mdpi.com/2673-4931/21/1/6bridge pierscour hole hydrodynamicsscour countermeasureReynolds-Averaged Navier-Stokes equations
spellingShingle Domenico Ferraro
Andrea Fenocchi
Roberto Gaudio
Hydrodynamics of a Bordered Collar as a Countermeasure against Pier Scouring
Environmental Sciences Proceedings
bridge pier
scour hole hydrodynamics
scour countermeasure
Reynolds-Averaged Navier-Stokes equations
title Hydrodynamics of a Bordered Collar as a Countermeasure against Pier Scouring
title_full Hydrodynamics of a Bordered Collar as a Countermeasure against Pier Scouring
title_fullStr Hydrodynamics of a Bordered Collar as a Countermeasure against Pier Scouring
title_full_unstemmed Hydrodynamics of a Bordered Collar as a Countermeasure against Pier Scouring
title_short Hydrodynamics of a Bordered Collar as a Countermeasure against Pier Scouring
title_sort hydrodynamics of a bordered collar as a countermeasure against pier scouring
topic bridge pier
scour hole hydrodynamics
scour countermeasure
Reynolds-Averaged Navier-Stokes equations
url https://www.mdpi.com/2673-4931/21/1/6
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AT andreafenocchi hydrodynamicsofaborderedcollarasacountermeasureagainstpierscouring
AT robertogaudio hydrodynamicsofaborderedcollarasacountermeasureagainstpierscouring