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    Groyne-Induced Effects on Channel-Shoal Exchange and Saltwater Intrusion in Estuarine Environments

    Source: Journal of Hydraulic Engineering:;2024:;Volume ( 150 ):;issue: 001::page 04023056-1
    Author:
    Zaiyang Zhou
    ,
    Jianzhong Ge
    ,
    D. S. van Maren
    ,
    Yu Kuai
    ,
    Pingxing Ding
    ,
    Zheng Bing Wang
    DOI: 10.1061/JHEND8.HYENG-13500
    Publisher: ASCE
    Abstract: Existing knowledge about groyne-induced effects is primarily based on riverine or coastal environments where salinity gradients are absent or limited. However, in estuaries, salinity gradients drive physical processes such as longitudinal and lateral residual flows. The effect of groynes is much more complex because they can modulate channel hydrodynamics and directly affect lateral salinity gradients. In this study, an idealized model is applied to investigate the effects of groyne layouts in estuarine environments, including effects on (1) channel hydrodynamics, (2) lateral water exchange, (3) Coriolis effects, and (4) saltwater intrusion. Model results show that the aspect ratio (the width of groyne fields to the length of groynes) of groyne fields plays an important role. Groynes also induce asymmetry of lateral flows, for example, increasing near-bottom shoal-to-channel flows during low water slack. The aspect ratio has opposite effects on horizontal and vertical components of water exchange. A large aspect ratio strengthens horizontal exchange and weakens density-driven currents. For a large-scale groyne field (several kilometers), Coriolis effects introduce a substantial difference in exchange mechanisms along the north and south banks. A medium range of aspect ratio (2.0–3.0) leads to the strongest saltwater intrusion during both neap and spring tides. Dikes and groynes are common engineering structures in waterways designed to increase along-channel flow velocities and prevent sediment deposition, thereby maintaining navigability. However, especially in estuarine environments, cross-channel flow velocities resulting from these structures may generate sediment transport toward the channel, in contrast to their original intention. Another important impact of these structures is on saltwater intrusion, which is crucial to freshwater resource management. Therefore, this research investigates the groyne-induced effects on cross-channel flows and the saltwater intrusion problem by comparing different layouts of groynes and their consequences. Two important findings may benefit practical applications. First, the interaction between saltwater and freshwater in estuaries enhances cross-channel flows during certain periods, thereby influencing sediment transport. Second, the maximal saltwater intrusion occurs for intermediate width-to-length ratios of the groynes, with lower saltwater intrusion for either very small or very wide groyne fields.
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      Groyne-Induced Effects on Channel-Shoal Exchange and Saltwater Intrusion in Estuarine Environments

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    contributor authorZaiyang Zhou
    contributor authorJianzhong Ge
    contributor authorD. S. van Maren
    contributor authorYu Kuai
    contributor authorPingxing Ding
    contributor authorZheng Bing Wang
    date accessioned2024-04-27T22:50:12Z
    date available2024-04-27T22:50:12Z
    date issued2024/01/01
    identifier other10.1061-JHEND8.HYENG-13500.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4297623
    description abstractExisting knowledge about groyne-induced effects is primarily based on riverine or coastal environments where salinity gradients are absent or limited. However, in estuaries, salinity gradients drive physical processes such as longitudinal and lateral residual flows. The effect of groynes is much more complex because they can modulate channel hydrodynamics and directly affect lateral salinity gradients. In this study, an idealized model is applied to investigate the effects of groyne layouts in estuarine environments, including effects on (1) channel hydrodynamics, (2) lateral water exchange, (3) Coriolis effects, and (4) saltwater intrusion. Model results show that the aspect ratio (the width of groyne fields to the length of groynes) of groyne fields plays an important role. Groynes also induce asymmetry of lateral flows, for example, increasing near-bottom shoal-to-channel flows during low water slack. The aspect ratio has opposite effects on horizontal and vertical components of water exchange. A large aspect ratio strengthens horizontal exchange and weakens density-driven currents. For a large-scale groyne field (several kilometers), Coriolis effects introduce a substantial difference in exchange mechanisms along the north and south banks. A medium range of aspect ratio (2.0–3.0) leads to the strongest saltwater intrusion during both neap and spring tides. Dikes and groynes are common engineering structures in waterways designed to increase along-channel flow velocities and prevent sediment deposition, thereby maintaining navigability. However, especially in estuarine environments, cross-channel flow velocities resulting from these structures may generate sediment transport toward the channel, in contrast to their original intention. Another important impact of these structures is on saltwater intrusion, which is crucial to freshwater resource management. Therefore, this research investigates the groyne-induced effects on cross-channel flows and the saltwater intrusion problem by comparing different layouts of groynes and their consequences. Two important findings may benefit practical applications. First, the interaction between saltwater and freshwater in estuaries enhances cross-channel flows during certain periods, thereby influencing sediment transport. Second, the maximal saltwater intrusion occurs for intermediate width-to-length ratios of the groynes, with lower saltwater intrusion for either very small or very wide groyne fields.
    publisherASCE
    titleGroyne-Induced Effects on Channel-Shoal Exchange and Saltwater Intrusion in Estuarine Environments
    typeJournal Article
    journal volume150
    journal issue1
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/JHEND8.HYENG-13500
    journal fristpage04023056-1
    journal lastpage04023056-15
    page15
    treeJournal of Hydraulic Engineering:;2024:;Volume ( 150 ):;issue: 001
    contenttypeFulltext
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