Numerical Modelling of Turbulence Kinetic Energy in Open Channel Flows with Mixed-Layer Vegetation

Author:

Rahimi Hamidreza12,Fael Cristina Maria Sena2,Taborda Cátia Sofia Batista2,Yuan Saiyu1ORCID,Tang Xiaonan3ORCID,Singh Prateek Kumar4ORCID,Fardoost Emad5,Santos César Augusto Vaz2

Affiliation:

1. State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, Nanjing 210098, China

2. Department of Civil Engineering and Architecture, Universidade da Beira Interior, Centre of Materials and Building Technologies (CMADE-UBI), Rua Marquês d’Ávila e Bolama, 6201-001 Covilha, Portugal

3. Department of Civil Engineering, Xi’an Jiaotong Liverpool University, Suzhou 215123, China

4. Department of Building Environment and Energy Engineering, Hong Kong Polytechnic University, Hong Kong 710061, Hong Kong

5. Department of Civil Engineering, University of Tehran, Tehran 11155-4563, Iran

Abstract

Vegetation plays a vital role in the flow characteristics of natural open channels, such as rivers. Typically, vegetation density is higher in the lower layer and sparser in the upper layer of these channels. In this research, Ansys Fluent and the k–ϵ model have been employed to simulate various vegetation configurations to capture intricate flow complexities within vegetation regions. Numerical analysis demonstrated that the numerical results align with anticipated Turbulence Kinetic Energy data obtained from analytical and experimental studies. Our findings revealed that double-layer vegetation induces a more intricate flow distribution. In the spaces between vegetation zones, Turbulence Kinetic Energy decreases due to the resistance imposed by the vegetation patches. This resistance has positive implications for sustaining aquatic life and facilitating sediment deposition, promoting a more environmentally sustainable outcome.

Publisher

MDPI AG

Subject

Water Science and Technology,Aquatic Science,Geography, Planning and Development,Biochemistry

Reference27 articles.

1. Chow, V.T. (1959). Open Channel Hydraulics, McGraw-Hill Book Company Inc.

2. Nezu, I., and Nakagawa, H. (1993). IAHR/AIRH Monograph, Springer.

3. Velocity profile of flow in vegetated-bed channels;Tsujimoto;KHL Progress. Rep.,1990

4. Hydraulic resistance of flow in channels with cylindrical roughness;Stone;J. Hydraul. Eng.,2002

5. Experimental and Numerical Study on Impact of Double Layer Vegetation in Open Channel Flows;Rahimi;J. Hydrol. Eng.,2020

Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

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