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...
Guardado en:
Autores principales: | , , |
---|---|
Formato: | article |
Lenguaje: | EN |
Publicado: |
IWA Publishing
2021
|
Materias: | |
Acceso en línea: | https://doaj.org/article/d2fbea4953f24df69e7410d78f0ddf1c |
Etiquetas: |
Agregar Etiqueta
Sin Etiquetas, Sea el primero en etiquetar este registro!
|
id |
oai:doaj.org-article:d2fbea4953f24df69e7410d78f0ddf1c |
---|---|
record_format |
dspace |
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 |
_version_ |
1718444010736975872 |