Novel 3D Structural-Light Scanner Technique for Continuous Monitoring of Pier Scour in Laboratory

Author:

Zaidan Jana12ORCID,Poupardin Adrien2ORCID,Bennabi Abdelkrim2ORCID,Marin François1ORCID,Benamar Ahmed1ORCID

Affiliation:

1. Laboratoire Ondes et Milieux Complexes, UMR 6294 CNRS, Université Le Havre Normandie, 76600 Le Havre, France

2. Institut de Recherche, ESTP, 94230 Cachan, France

Abstract

Laboratory experiments are crucial for understanding scour around embedded structures. However, there is currently no standard and reliable instrumentation for monitoring the progression of this physical process in laboratory. In this paper, the capability of a novel 3D structural-light scanner technique to continuously measure the scour bed topography in uninterrupted flow is demonstrated. A suitable data processing procedure is developed to operate this device. Data processing is faster compared to other methods due to the automatic cloud reconstruction. This technique is rapid and allows for data acquisition with high vertical spatial accuracy. Flume tests are conducted on a circular pier founded in sand in clear water, as benchmark tests, to validate the effectiveness of this technique. The results observed with the scanner were coherent with those reported in the literature. Local scour initiation occurred near the sides of the pier. The maximum final scour depth measured was nearly equal to the pier diameter. This technique is considered non-intrusive under the tested hydraulic conditions and presents few limitations compared to other devices.

Funder

Normandy Region

ESTP Foundation

Publisher

MDPI AG

Reference66 articles.

1. Melville, B.W., and Coleman, S.E. (2000). Bridge Scour, Water Resources Publication.

2. Kirby, A., Roca, M., Kitchen, A., Escarameia, M., and Chesterton, O. (2015). Manual on Scour at Bridges and Other Hydraulic Structures, Ciria.

3. Temporal evolution of clear-water pier and abutment scour;Oliveto;J. Hydraul. Eng.,2002

4. Clear-water scour at comparatively large cylindrical piers;Fael;J. Hydraul. Eng.,2013

5. Study of time-depenbent local scour around bridge piers;Yanmaz;J. Hydraul. Eng.,1991

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3