Study on the effect of morphological changes of bridge piers on water movement properties

The different shapes of bridge piers across rivers have a great influence on the river water movement, and the study of the influence of pier morphology changes on the water movement characteristics is of great value for bridge design and river flooding. The hydrodynamic model can effectively simula...

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Autores principales: Xianqi Zhang, Tao Wang, Bingsen Duan
Formato: article
Lenguaje:EN
Publicado: IWA Publishing 2021
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Acceso en línea:https://doaj.org/article/d2fbea4953f24df69e7410d78f0ddf1c
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spelling oai:doaj.org-article:d2fbea4953f24df69e7410d78f0ddf1c2021-11-05T21:17:24ZStudy on the effect of morphological changes of bridge piers on water movement properties1751-231X10.2166/wpt.2021.080https://doaj.org/article/d2fbea4953f24df69e7410d78f0ddf1c2021-10-01T00:00:00Zhttp://wpt.iwaponline.com/content/16/4/1421https://doaj.org/toc/1751-231XThe different shapes of bridge piers across rivers have a great influence on the river water movement, and the study of the influence of pier morphology changes on the water movement characteristics is of great value for bridge design and river flooding. The hydrodynamic model can effectively simulate and predict the changes of river flow patterns, which can provide scientific data support for river management. This paper constructs a hydrodynamic model based on MIKE21 and applies it to the numerical simulation of river hydrodynamics in the lower reaches of the Yellow River, taking elliptical piers as an example, and simulates the effect of the change of pier morphology on the flow velocity, water level and flow field of the river. The results show that the effect of elliptical pier morphology on the flow characteristics of the river channel is significant; under the same flow rate, the congestion value of the pier at the maximum axis ratio is 1.65 times the minimum axis ratio, and the larger the axis ratio, the more serious the congestion; the difference in flow velocity at the maximum axis ratio can reach 2.33 times the minimum axis ratio. HIGHLIGHTS This paper uses MIKE21 numerical simulation to analyze and study the changes in river congestion and flow patterns caused by bridge construction, and to provide more practical simulation data for the construction of cross-river bridges.; The Nash efficiency coefficient of 0.94 is highly accurate in the model validation and evaluation.;Xianqi ZhangTao WangBingsen DuanIWA Publishingarticlebridge pier axial ratioflow regimemike21 flow modelnumerical simulationyellow riverEnvironmental technology. Sanitary engineeringTD1-1066ENWater Practice and Technology, Vol 16, Iss 4, Pp 1421-1433 (2021)
institution DOAJ
collection DOAJ
language EN
topic bridge pier axial ratio
flow regime
mike21 flow model
numerical simulation
yellow river
Environmental technology. Sanitary engineering
TD1-1066
spellingShingle bridge pier axial ratio
flow regime
mike21 flow model
numerical simulation
yellow river
Environmental technology. Sanitary engineering
TD1-1066
Xianqi Zhang
Tao Wang
Bingsen Duan
Study on the effect of morphological changes of bridge piers on water movement properties
description The different shapes of bridge piers across rivers have a great influence on the river water movement, and the study of the influence of pier morphology changes on the water movement characteristics is of great value for bridge design and river flooding. The hydrodynamic model can effectively simulate and predict the changes of river flow patterns, which can provide scientific data support for river management. This paper constructs a hydrodynamic model based on MIKE21 and applies it to the numerical simulation of river hydrodynamics in the lower reaches of the Yellow River, taking elliptical piers as an example, and simulates the effect of the change of pier morphology on the flow velocity, water level and flow field of the river. The results show that the effect of elliptical pier morphology on the flow characteristics of the river channel is significant; under the same flow rate, the congestion value of the pier at the maximum axis ratio is 1.65 times the minimum axis ratio, and the larger the axis ratio, the more serious the congestion; the difference in flow velocity at the maximum axis ratio can reach 2.33 times the minimum axis ratio. HIGHLIGHTS This paper uses MIKE21 numerical simulation to analyze and study the changes in river congestion and flow patterns caused by bridge construction, and to provide more practical simulation data for the construction of cross-river bridges.; The Nash efficiency coefficient of 0.94 is highly accurate in the model validation and evaluation.;
format article
author Xianqi Zhang
Tao Wang
Bingsen Duan
author_facet Xianqi Zhang
Tao Wang
Bingsen Duan
author_sort Xianqi Zhang
title Study on the effect of morphological changes of bridge piers on water movement properties
title_short Study on the effect of morphological changes of bridge piers on water movement properties
title_full Study on the effect of morphological changes of bridge piers on water movement properties
title_fullStr Study on the effect of morphological changes of bridge piers on water movement properties
title_full_unstemmed Study on the effect of morphological changes of bridge piers on water movement properties
title_sort study on the effect of morphological changes of bridge piers on water movement properties
publisher IWA Publishing
publishDate 2021
url https://doaj.org/article/d2fbea4953f24df69e7410d78f0ddf1c
work_keys_str_mv AT xianqizhang studyontheeffectofmorphologicalchangesofbridgepiersonwatermovementproperties
AT taowang studyontheeffectofmorphologicalchangesofbridgepiersonwatermovementproperties
AT bingsenduan studyontheeffectofmorphologicalchangesofbridgepiersonwatermovementproperties
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