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    Experimentation and Modeling of Reach-Scale Vegetative Flow Resistance due to Willow Patches

    Source: Journal of Hydraulic Engineering:;2023:;Volume ( 149 ):;issue: 007::page 04023018-1
    Author:
    Un Ji
    ,
    Juha Järvelä
    ,
    Kaisa Västilä
    ,
    Inhyeok Bae
    DOI: 10.1061/JHEND8.HYENG-13293
    Publisher: American Society of Civil Engineers
    Abstract: Reach-scale experiments simulating the physical characteristics of natural woody plants are required for the improved modeling of flow resistance in channels with instream and floodplain vegetation. The first aim of this study was to investigate the flow resistance caused by patches of foliated woody vegetation at low volumetric blockage factors (4% to 10%) under emergent conditions, as most studies on the effect of patchiness are limited to submerged aquatic plants. Experiments with nature-like willow patches were performed in a reach-scale outdoor flume, where the density and layout of the patches were altered. The bulk friction factors were based on the friction slopes, calculated using the water surface slopes and velocity heads measured by a set of high-accuracy pressure sensors under several flow conditions. Compared to unvegetated conditions, the patches increased the bulk friction factor by 1.7–5.5 times, depending on the patch density and blockage factor. The second aim of this study was to evaluate the performance of four momentum-based models in estimating the bulk friction factors in flows with such flexible patches. For this process, a methodological approach suited for patchy woody vegetation at reach scale was developed to determine the input parameters required in each model. Estimation results using the newly modified and parameterized formulas compared favorably to the experimental data, demonstrating more reliable performance for models explicitly addressing the reconfiguration of vegetation. Overall, this study provides a practical methodology for estimating flow resistance caused by complex distributions of woody riverine vegetation.
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      Experimentation and Modeling of Reach-Scale Vegetative Flow Resistance due to Willow Patches

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    contributor authorUn Ji
    contributor authorJuha Järvelä
    contributor authorKaisa Västilä
    contributor authorInhyeok Bae
    date accessioned2023-08-16T19:06:18Z
    date available2023-08-16T19:06:18Z
    date issued2023/07/01
    identifier otherJHEND8.HYENG-13293.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4292759
    description abstractReach-scale experiments simulating the physical characteristics of natural woody plants are required for the improved modeling of flow resistance in channels with instream and floodplain vegetation. The first aim of this study was to investigate the flow resistance caused by patches of foliated woody vegetation at low volumetric blockage factors (4% to 10%) under emergent conditions, as most studies on the effect of patchiness are limited to submerged aquatic plants. Experiments with nature-like willow patches were performed in a reach-scale outdoor flume, where the density and layout of the patches were altered. The bulk friction factors were based on the friction slopes, calculated using the water surface slopes and velocity heads measured by a set of high-accuracy pressure sensors under several flow conditions. Compared to unvegetated conditions, the patches increased the bulk friction factor by 1.7–5.5 times, depending on the patch density and blockage factor. The second aim of this study was to evaluate the performance of four momentum-based models in estimating the bulk friction factors in flows with such flexible patches. For this process, a methodological approach suited for patchy woody vegetation at reach scale was developed to determine the input parameters required in each model. Estimation results using the newly modified and parameterized formulas compared favorably to the experimental data, demonstrating more reliable performance for models explicitly addressing the reconfiguration of vegetation. Overall, this study provides a practical methodology for estimating flow resistance caused by complex distributions of woody riverine vegetation.
    publisherAmerican Society of Civil Engineers
    titleExperimentation and Modeling of Reach-Scale Vegetative Flow Resistance due to Willow Patches
    typeJournal Article
    journal volume149
    journal issue7
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/JHEND8.HYENG-13293
    journal fristpage04023018-1
    journal lastpage04023018-15
    page15
    treeJournal of Hydraulic Engineering:;2023:;Volume ( 149 ):;issue: 007
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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