Experimental Study on the Effects of a Vertical Jet Impinging on Soft Bottom Sediments

Artificial downwelling, which is an ecological engineering method, potentially alleviates bottom hypoxia by bringing oxygen-rich surface water down below the pycnocline. However, the downward flow is likely to disturb sediments (or induce sediment resuspension) when reaching the bottom and then have...

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Main Authors: Wei Fan, Weicheng Bao, Yong Cai, Canbo Xiao, Zhujun Zhang, Yiwen Pan, Ying Chen, Shuo Liu
Format: Article
Language:English
Published: MDPI AG 2020-05-01
Series:Sustainability
Subjects:
Online Access:https://www.mdpi.com/2071-1050/12/9/3775
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spelling doaj-1fc2db1f69514d2480bc0e9f3d01b2822020-11-25T02:10:43ZengMDPI AGSustainability2071-10502020-05-01123775377510.3390/su12093775Experimental Study on the Effects of a Vertical Jet Impinging on Soft Bottom SedimentsWei Fan0Weicheng Bao1Yong Cai2Canbo Xiao3Zhujun Zhang4Yiwen Pan5Ying Chen6Shuo Liu7Ocean College, Zhejiang University, Zhoushan 316000, ChinaOcean College, Zhejiang University, Zhoushan 316000, ChinaOcean Research Center of Zhoushan, Zhejiang University, Zhoushan 316000, ChinaOcean College, Zhejiang University, Zhoushan 316000, ChinaOcean College, Zhejiang University, Zhoushan 316000, ChinaOcean College, Zhejiang University, Zhoushan 316000, ChinaOcean College, Zhejiang University, Zhoushan 316000, ChinaOcean Academy, Zhejiang University, Zhoushan 316000, ChinaArtificial downwelling, which is an ecological engineering method, potentially alleviates bottom hypoxia by bringing oxygen-rich surface water down below the pycnocline. However, the downward flow is likely to disturb sediments (or induce sediment resuspension) when reaching the bottom and then have unwanted side effects on the local ecosystem. To evaluate this, our paper presents a theoretical model and experimental data for the sediment resuspension caused by artificial downwelling. The theoretical model considers the critical conditions for sediment resuspension and the scour volume with the downwelling flow disturbing sediment. Experiments with altered downwelling flow speeds, discharge positions relative to the bottom, and particle sizes of sediment were conducted in a water tank, and the results were consistent with our theoretical model. The results show that the critical Froude number (hereinafter Fr) for sediment resuspension is 0.5. The prevention of sediment resuspension requires the downwelling flow speed and the discharge position to be adjusted so that Fr < 0.5; otherwise a portion of sediment is released into the water and its volume can be predicted by the derived formulation based on the Shields theory. Furthermore, sediment resuspension has side effects, such as a water turbidity increase and phosphorus release, the magnitudes of which are discussed with respect to engineering parameters. Further study will focus on field experiments of artificial downwelling and its environmental impacts.https://www.mdpi.com/2071-1050/12/9/3775sediment resuspensionartificial downwellingexperimentsturbidityphosphorus release
collection DOAJ
language English
format Article
sources DOAJ
author Wei Fan
Weicheng Bao
Yong Cai
Canbo Xiao
Zhujun Zhang
Yiwen Pan
Ying Chen
Shuo Liu
spellingShingle Wei Fan
Weicheng Bao
Yong Cai
Canbo Xiao
Zhujun Zhang
Yiwen Pan
Ying Chen
Shuo Liu
Experimental Study on the Effects of a Vertical Jet Impinging on Soft Bottom Sediments
Sustainability
sediment resuspension
artificial downwelling
experiments
turbidity
phosphorus release
author_facet Wei Fan
Weicheng Bao
Yong Cai
Canbo Xiao
Zhujun Zhang
Yiwen Pan
Ying Chen
Shuo Liu
author_sort Wei Fan
title Experimental Study on the Effects of a Vertical Jet Impinging on Soft Bottom Sediments
title_short Experimental Study on the Effects of a Vertical Jet Impinging on Soft Bottom Sediments
title_full Experimental Study on the Effects of a Vertical Jet Impinging on Soft Bottom Sediments
title_fullStr Experimental Study on the Effects of a Vertical Jet Impinging on Soft Bottom Sediments
title_full_unstemmed Experimental Study on the Effects of a Vertical Jet Impinging on Soft Bottom Sediments
title_sort experimental study on the effects of a vertical jet impinging on soft bottom sediments
publisher MDPI AG
series Sustainability
issn 2071-1050
publishDate 2020-05-01
description Artificial downwelling, which is an ecological engineering method, potentially alleviates bottom hypoxia by bringing oxygen-rich surface water down below the pycnocline. However, the downward flow is likely to disturb sediments (or induce sediment resuspension) when reaching the bottom and then have unwanted side effects on the local ecosystem. To evaluate this, our paper presents a theoretical model and experimental data for the sediment resuspension caused by artificial downwelling. The theoretical model considers the critical conditions for sediment resuspension and the scour volume with the downwelling flow disturbing sediment. Experiments with altered downwelling flow speeds, discharge positions relative to the bottom, and particle sizes of sediment were conducted in a water tank, and the results were consistent with our theoretical model. The results show that the critical Froude number (hereinafter Fr) for sediment resuspension is 0.5. The prevention of sediment resuspension requires the downwelling flow speed and the discharge position to be adjusted so that Fr < 0.5; otherwise a portion of sediment is released into the water and its volume can be predicted by the derived formulation based on the Shields theory. Furthermore, sediment resuspension has side effects, such as a water turbidity increase and phosphorus release, the magnitudes of which are discussed with respect to engineering parameters. Further study will focus on field experiments of artificial downwelling and its environmental impacts.
topic sediment resuspension
artificial downwelling
experiments
turbidity
phosphorus release
url https://www.mdpi.com/2071-1050/12/9/3775
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