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    Removal of Salt Marsh–Impairing Tidal Flow Restrictions: Impact on Upstream Flooding under the Combined Influence of Rainfall and Tide

    Source: Journal of Hydrologic Engineering:;2021:;Volume ( 026 ):;issue: 007::page 05021017-1
    Author:
    Bertrand A. Byrne
    ,
    Qizhong Guo
    DOI: 10.1061/(ASCE)HE.1943-5584.0002108
    Publisher: ASCE
    Abstract: Restoring tidal flow to anthropogenically flow-restricted waterways provides ecological benefits while also changing the flood risk of adjacent lands. Our research evaluated the flooding risk on Tremley in Linden, New Jersey if the adjacent Marshes Creek’s tidal flow is fully restored. A hydrological/hydraulic model of Marshes Creek was used to simulate the peak water surface elevations (WSELs) generated by existing restricted and fully unrestricted conveyance options under dry and wet weather scenarios. Model results indicated that simulated peak WSELs generated by the fully unrestricted conveyance option versus the existing restricted option (1) were higher under dry weather conditions, (2) increased at a slower rate under wet conditions, (3) were equal under wet conditions at a threshold rainfall depth, and (4) were lower under wet conditions for rainfall exceeding the threshold rainfall depth. It is intuitive that if the simulated common WSEL generated by both conveyance options is lower than the adjacent minimum grade elevation, then full tidal flow restoration reduces flooding risks. Alternatively, if the simulated common WSEL was higher than the adjacent minimum grade elevation, then full tidal flow restoration will increase flooding risk. A simple procedure based on this finding is provided in this paper, which identifies the maximum tidal conveyance level that generates a common peak water surface lower than the adjacent minimum grade elevation at the threshold rainfall depth.
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      Removal of Salt Marsh–Impairing Tidal Flow Restrictions: Impact on Upstream Flooding under the Combined Influence of Rainfall and Tide

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    contributor authorBertrand A. Byrne
    contributor authorQizhong Guo
    date accessioned2022-02-01T00:32:52Z
    date available2022-02-01T00:32:52Z
    date issued7/1/2021
    identifier other%28ASCE%29HE.1943-5584.0002108.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4271618
    description abstractRestoring tidal flow to anthropogenically flow-restricted waterways provides ecological benefits while also changing the flood risk of adjacent lands. Our research evaluated the flooding risk on Tremley in Linden, New Jersey if the adjacent Marshes Creek’s tidal flow is fully restored. A hydrological/hydraulic model of Marshes Creek was used to simulate the peak water surface elevations (WSELs) generated by existing restricted and fully unrestricted conveyance options under dry and wet weather scenarios. Model results indicated that simulated peak WSELs generated by the fully unrestricted conveyance option versus the existing restricted option (1) were higher under dry weather conditions, (2) increased at a slower rate under wet conditions, (3) were equal under wet conditions at a threshold rainfall depth, and (4) were lower under wet conditions for rainfall exceeding the threshold rainfall depth. It is intuitive that if the simulated common WSEL generated by both conveyance options is lower than the adjacent minimum grade elevation, then full tidal flow restoration reduces flooding risks. Alternatively, if the simulated common WSEL was higher than the adjacent minimum grade elevation, then full tidal flow restoration will increase flooding risk. A simple procedure based on this finding is provided in this paper, which identifies the maximum tidal conveyance level that generates a common peak water surface lower than the adjacent minimum grade elevation at the threshold rainfall depth.
    publisherASCE
    titleRemoval of Salt Marsh–Impairing Tidal Flow Restrictions: Impact on Upstream Flooding under the Combined Influence of Rainfall and Tide
    typeJournal Paper
    journal volume26
    journal issue7
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)HE.1943-5584.0002108
    journal fristpage05021017-1
    journal lastpage05021017-11
    page11
    treeJournal of Hydrologic Engineering:;2021:;Volume ( 026 ):;issue: 007
    contenttypeFulltext
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