首页> 外文会议>ASME international mechanical engineering congress and exposition >TESTING THE SALINITY CONTROL DESIGNS IN CALCASIEU LAKE USING HYDRODYNAMIC AND SALINITY TRANSPORT MODELS
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TESTING THE SALINITY CONTROL DESIGNS IN CALCASIEU LAKE USING HYDRODYNAMIC AND SALINITY TRANSPORT MODELS

机译:利用水力和盐度传输模型测试钙质湖泊中的盐度控制设计

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An in-house hydrodynamic and salinity transport model was used to test the performance of several salinity control designs in Calcasieu Lake, Louisiana. The 256 sq.km shallow water lake is located in southwest Louisiana, with a 5 mile waterway (Calcasieu Pass) connecting to the Gulf. The salt water in the lake comes from the Gulf due to daily high tide and due to storm surges. In the south west part of the lake, called West Cove, has unique flow circulations and has relatively high salinity concentration comparing to the other part of the lake. A deep Calcasieu Ship Channel is the eastern border of West Cove. The surrounding wetlands of West Cove are disappearing due to the salt water intrusion. The vegetation is dying due to the high salinity concentration, and the soils are eroded quickly without the surface vegetation. The design goal is to reduce the salinity concentration in West Cove without reducing too much flow. The proposed designs include installing a levee and flow and salinity control stations at the eastern border of West Cove separating the water body with Calcasieu Ship Channel. The optimal length and location of the levee and the flow control structure are the objectives of the research. The in-house code was used to simulate the hydrodynamics and salinity transport with the different designs. The results were used to show the effectiveness of the designs on reducing the average salinity concentration in the area and maintaining reasonable flow speed in and out of the area. In the implementation of the designs, the flow and salinity control stations were also included in the simulation. The main function of the stations is to block the salt water from the Gulf during high tide, and direct the fresh water from the north into the area during low tide. This action can keep maintain a single direction fresh water flow from north to south in order to keep salt water out of the system.
机译:内部水动力和盐度迁移模型用于测试路易斯安那州Calcasieu Lake的几种盐度控制设计的性能。 256平方公里的浅水湖位于路易斯安那州西南部,有一条5英里长的水路(Calcasieu Pass)与海湾相连。由于每天的高潮和风暴潮,湖中的盐水来自海湾。与湖的其他部分相比,在湖的西南部分(称为西湾)具有独特的流动环流,并且盐分浓度较高。一个深的Calcasieu船航道是西湾的东部边界。由于咸水的入侵,西湾周围的湿地正在消失。由于高盐度浓度,植被正在死亡,并且土壤快速侵蚀,而没有表层植被。设计目标是在不减少过多流量的情况下降低西湾的盐分浓度。拟议的设计包括在西湾东部边界安装堤岸以及流量和盐度控制站,以将水体与Calcasieu船航道分隔开。堤防的最佳长度和位置以及流量控制结构是研究的目标。内部代码用于模拟不同设计的流体动力学和盐分传输。结果被用来表明该设计在降低该区域的平均盐分浓度和保持进出该区域的合理流速方面的有效性。在设计的实施中,流量和盐度控制站也包括在模拟中。这些站的主要功能是在涨潮时阻止来自海湾的咸水,并在涨潮时将北部的淡水引入该地区。该动作可保持淡水从北向南保持单一方向流动,以将盐水排除在系统之外。

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