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The use of large water and sediment diversions in the lower Mississippi River (Louisiana) for coastal restoration

机译:密西西比河下游(路易斯安那州)利用大型水和泥沙分流进行海岸恢复

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This study examines the use of large sediment and water diversions in the lower Mississippi River (e.g., South Louisiana) as a tool for coastal restoration. Herein we provide a review, new analysis and synthesis of existing work, much of it previously only available in government reports, and integrate our recent research on the topic. We outline critical knowledge gaps that need to be addressed by the time that construction begins on any future large diversions. The focus of this study is on "river side" issues and the policy considerations that arise from them. The study includes a quantitative examination of the sediment budget of the Lower Mississippi River as a region of potential diversion construction in South Louisiana, due to its critical control on any future management plans that include large diversions. We conclude that development of a coordinated system of diversions and other restoration strategies for land-building will require parceling this sediment budget out between individual projects. However, this is only possible if the input function and its variability is well understood. It is clear that numerical simulations are the only way to adequately predict the combined effects of multiple diversions and other restoration projects, such as dredge-fed pipelines, on the river channel for navigation, flood control and sediment regime. Numerical models also provide the only way to properly examine diversion structures to maximize their sediment capture and minimize any negative impacts. The status of these models and their application to lower Mississippi River channel hydrodynamics and sediment transport is examined herein.
机译:这项研究探讨了在密西西比河下游(例如南路易斯安那州)使用大量沉积物和引水作为沿海恢复的工具。在这里,我们提供了对现有工作的回顾,新的分析和综合,其中许多以前只能在政府报告中找到,并且将我们最近对该主题的研究进行整合。我们概述了关键的知识差距,这些差距将在任何未来的大型改建工程开始建设时解决。这项研究的重点是“河流方面”的问题以及由此引起的政策考虑。这项研究包括对密西西比河下游沉积物预算的定量检查,这是路易斯安那州南部潜在的引水工程建设地区,因为它对包括大引水在内的任何未来管理计划都进行了严格控制。我们得出的结论是,要为土地建设建立一个分流的协调系统和其他恢复策略,将需要在各个项目之间分配这些泥沙预算。但是,只有在充分理解输入函数及其可变性的情况下才有可能。显然,数值模拟是充分预测多次引水和其他修复工程(如疏edge管道)在河道上航行,防洪和沉积状况的综合效果的唯一方法。数值模型还提供了正确检查分流结构以最大程度地捕获沉积物并最大程度减少任何负面影响的唯一方法。本文研究了这些模型的状态及其在密西西比河下游河道水动力和泥沙输送中的应用。

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