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EVALUATION OF EBB SHOAL DREDGING ALTERNATIVES AT FORT GEORGE INLET, FL

机译:乔治入口堡EBB浅滩疏浚替代品评价

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The construction and maintenance of the St. Johns River (SJR) inlet north jetty and navigation channel has resulted in accumulation of littoral sediments causing migration of the Fort George River (FGR) inlet and the prevention of bypassing material to southern beaches. Three FGR inlet ebb shoal dredging scenarios were evaluated with the Coastal Modeling System (CMS) to determine if erosion to an adjacent shoreline could be halted or reversed while restoring FGR inlet efficiency and providing a sediment source for erosional beaches south of the SJR. The CMS model results for each dredging scenario were compared to the baseline condition with respect to changes to current velocity, tidal prism, sediment transport, morphology change, and wave energy density.
机译:圣约翰河(SJR)入口北码头和导航渠道的建设和维护导致沿着乔治河(FGR)入口迁移的沿海沉积物的积累,并防止绕过南方海滩的绕过材料。使用沿海建模系统(CMS)评估三个FGR入口EBB浅滩疏浚场景,以确定是否可以停止或逆转到邻近海岸线的侵蚀,同时恢复FGR入口效率并为SJR南部的侵蚀海滩提供沉积物来源。关于对当前速度,潮汐棱镜,沉积物传输,形态变化和波能密度的变化,将每个疏浚场景的CMS模型结果与基线状况进行比较。

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