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Effect of Parameters of Pool Geometry on Flow Structure in Nature-like Fishway

Many uncertainties such as variable irregular structure and complex flow conditions bring difficulties to the design of a nature-like fishway. This study defines the main factors and parameters affecting flow conditions such as permeability ratio, offset ratio, bottom slope and pool length to simpli...

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Detalles Bibliográficos
Autores principales: Hu, Qiaoyi, Wang, Xiaogang, Zhu, Long, Du, Shuai, He, Feifei
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2022
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9367808/
https://www.ncbi.nlm.nih.gov/pubmed/35954749
http://dx.doi.org/10.3390/ijerph19159389
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author Hu, Qiaoyi
Wang, Xiaogang
Zhu, Long
Du, Shuai
He, Feifei
author_facet Hu, Qiaoyi
Wang, Xiaogang
Zhu, Long
Du, Shuai
He, Feifei
author_sort Hu, Qiaoyi
collection PubMed
description Many uncertainties such as variable irregular structure and complex flow conditions bring difficulties to the design of a nature-like fishway. This study defines the main factors and parameters affecting flow conditions such as permeability ratio, offset ratio, bottom slope and pool length to simplify and generalize the irregular geometry of the nature-like fishway. According to the engineering requirements of the Mopiling nature-like fishway, the effect of the above parameters of pool geometry on the flow structure is investigated through a 3D turbulent numerical simulation, and the parameter thresholds are summarized according to the optimization of the flow conditions. The results show that under the same conditions, the maximum velocity of the control section increases with the increase in permeability ratio, bottom slope and pool length, and the offset ratio has limited effect on the maximum velocity of the control section. It is recommended that when the bottom slope is 1/250 and the pool length is 10 m, the permeability ratio should not be greater than 0.30 and the offset ratio should be located between 0.15 and 0.60. When the bottom slope is adjusted to 1/200, it is recommended to control the permeability ratio below 0.20, the offset ratio between 0.30 and 0.60, and the pool length can be adjusted to 8 m. Within the above threshold range of the design parameters, the maximum velocity in the fishway can be basically controlled at about 1.0 m/s. The mainstream in the pool is clear and the flow pattern is good, which can basically satisfy the requirements of fish passing. The relevant design parameters and optimization strategies can provide reference for similar projects.
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spelling pubmed-93678082022-08-12 Effect of Parameters of Pool Geometry on Flow Structure in Nature-like Fishway Hu, Qiaoyi Wang, Xiaogang Zhu, Long Du, Shuai He, Feifei Int J Environ Res Public Health Article Many uncertainties such as variable irregular structure and complex flow conditions bring difficulties to the design of a nature-like fishway. This study defines the main factors and parameters affecting flow conditions such as permeability ratio, offset ratio, bottom slope and pool length to simplify and generalize the irregular geometry of the nature-like fishway. According to the engineering requirements of the Mopiling nature-like fishway, the effect of the above parameters of pool geometry on the flow structure is investigated through a 3D turbulent numerical simulation, and the parameter thresholds are summarized according to the optimization of the flow conditions. The results show that under the same conditions, the maximum velocity of the control section increases with the increase in permeability ratio, bottom slope and pool length, and the offset ratio has limited effect on the maximum velocity of the control section. It is recommended that when the bottom slope is 1/250 and the pool length is 10 m, the permeability ratio should not be greater than 0.30 and the offset ratio should be located between 0.15 and 0.60. When the bottom slope is adjusted to 1/200, it is recommended to control the permeability ratio below 0.20, the offset ratio between 0.30 and 0.60, and the pool length can be adjusted to 8 m. Within the above threshold range of the design parameters, the maximum velocity in the fishway can be basically controlled at about 1.0 m/s. The mainstream in the pool is clear and the flow pattern is good, which can basically satisfy the requirements of fish passing. The relevant design parameters and optimization strategies can provide reference for similar projects. MDPI 2022-07-31 /pmc/articles/PMC9367808/ /pubmed/35954749 http://dx.doi.org/10.3390/ijerph19159389 Text en © 2022 by the authors. https://creativecommons.org/licenses/by/4.0/Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/).
spellingShingle Article
Hu, Qiaoyi
Wang, Xiaogang
Zhu, Long
Du, Shuai
He, Feifei
Effect of Parameters of Pool Geometry on Flow Structure in Nature-like Fishway
title Effect of Parameters of Pool Geometry on Flow Structure in Nature-like Fishway
title_full Effect of Parameters of Pool Geometry on Flow Structure in Nature-like Fishway
title_fullStr Effect of Parameters of Pool Geometry on Flow Structure in Nature-like Fishway
title_full_unstemmed Effect of Parameters of Pool Geometry on Flow Structure in Nature-like Fishway
title_short Effect of Parameters of Pool Geometry on Flow Structure in Nature-like Fishway
title_sort effect of parameters of pool geometry on flow structure in nature-like fishway
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9367808/
https://www.ncbi.nlm.nih.gov/pubmed/35954749
http://dx.doi.org/10.3390/ijerph19159389
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