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[会议论文] 作者:Wenxin HUAI,Yang HU, 来源:35th IAHR World Congress(第三十五届国际水利学大会) 年份:2013
A mathematical model was constructed and applied to investigate the velocity distribution of steady uniform flow through and above vegetation.And the model incorporated lower vegetation zone, upper ve...
[期刊论文] 作者:Yuhong ZENG,Wenxin HUAI,Mingde, 来源:应用数学和力学:英文版 年份:2016
An idealized parallel flow caused by a lateral bed roughness difference due to the partial vegetation across a channel is investigated. Similar to the flow in a...
[期刊论文] 作者:Wenxin HUAI,Suwen SONG,Jie HAN, 来源:应用数学和力学:英文版 年份:2016
A numerical analysis model based on two-dimensional shallow water differential equations is presented for straight open-channel flow with partial vegetation acr...
[期刊论文] 作者:Yuhong ZENG,Wenxin HUAI,Mingdeng ZHAO,, 来源:Applied Mathematics and Mechanics(English Edition) 年份:2016
An idealized parallel flow caused by a lateral bed roughness difference due to the partial vegetation across a channel is investigated. Similar to the flow in a...
[期刊论文] 作者:Rutuja CHAVAN,Wenxin HUAI,Bimlesh KUMAR, 来源:结构与土木工程前沿 年份:2020
In this paper,we report the turbulent flow structures and the scour geometry around two piers with different diameters.An experiment was conducted on a non-unif...
[期刊论文] 作者:Xiang Wang,Wenxin Huai,Zhixian Cao, 来源:国际泥沙研究(英文版) 年份:2022
Quantifying incipient sediment motion in vegetated open channel flow is pivotal for estimating bed load transport and the aquatic ecological environment in rivers. A new formula is developed to predict the critical flow velocity for incipie......
[会议论文] 作者:Chengguang Li,Wenxin Huai,Yuhong Zeng, 来源:35th IAHR World Congress(第三十五届国际水利学大会) 年份:2013
A RNG k-ε turbulent model combined with an experimental measurement with Micro ADV were presented herein to investigate flow in a 180°curved open channel (a 4m straight inflow section, a 180°curved se...
[期刊论文] 作者:Wenxin HUAI,Suwen SONG,Jie HAN,Yuhong ZENG,, 来源:Applied Mathematics and Mechanics(English Edition) 年份:2016
A numerical analysis model based on two-dimensional shallow water differential equations is presented for straight open-channel flow with partial vegetation acr...
[会议论文] 作者:Yuhong ZENG,Jing QIN,Yongyan WU,Wenxin HUAI, 来源:35th IAHR World Congress(第三十五届国际水利学大会) 年份:2013
Natural rivers are commonly covered with randomly distributed vegetations, and the vegetation may not fully cover the channel bed.In this paper an idealized parallel flow caused by lateral bed roughne...
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