首页> 外文会议>International Conference on Coastal Engineering 2006 >COASTAL GROUNDWATER INTAKES: NUMERICAL MODELING OF COASTAL WELLS FOR DESALINATION SOURCE WATER
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COASTAL GROUNDWATER INTAKES: NUMERICAL MODELING OF COASTAL WELLS FOR DESALINATION SOURCE WATER

机译:沿海地下水摄入量:海水淡化源水沿海井的数值建模

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A range of groundwater and surface water options were investigated to find an optimal source of saline water for a proposed coastal desalination plant (50 ML/day). Of particular importance in selecting the optimal location was the ability to maintain a constant intake water supply (quantity, temperature and salinity) as well as minimising costs associated with pre-treatment (filtering, intake redundancies, etc). As an alternative solution to ocean intakes, a range of groundwater intake options were investigated along a coastal dune system in New South Wales, on the eastern coast of Australia.To evaluate groundwater sourcing options from the site, a 3-Dimensional finite element model was developed and calibrated. A range of scenarios were undertaken to determine the optimal spacing, angle, length, number and depth of the lateral wells as well as the spacing, location and number of central caissons required. Model results indicated that four central caisson wells each with 5 laterals of 40-80 meters long spaced at 150 and 250 angles could supply the required water quantity. Importantly, by positioning the laterals towards the ocean, preferential flow from the ocean boundary limited drawdown on a sensitive lake boundary and provided optimal water quality outcomes. The natural filtering process through the coastal sands also reduced the amount of pre-treatment required. The application of discrete feature elements to simulate lateral wells has not been previously reported and is a significant improvement over previous analytical solutions.
机译:研究了一系列地下水和地表水选择,以寻找拟议的沿海脱盐厂(50毫升/天)的最佳盐水来源。在选择最佳位置特别重要的是能够保持恒定的进气供水(数量,温度和盐度)以及最小化与预处理(过滤,进气冗余等)相关的成本。作为海洋摄入人的替代方案,沿着澳大利亚东部海岸的新南威尔士沿海沙丘系统调查了一系列地下水进气选项。从网站上评估地下水采购选择,一个三维有限元模型开发和校准。进行了一系列场景,以确定横向井的最佳间隔,角度,长度,数量和深度以及所需的中央沉皿的间距,位置和数量。模型结果表明,四个中央沉箱井,每个带有40-80米长的50米长的50米和250个角度可以提供所需的水量。重要的是,通过将外侧定位在海洋上,优先从海洋边界有限缩减的流量在敏感的湖边界上,并提供最佳的水质结果。通过沿海沙滩的天然过滤过程也降低了所需的预处理量。先前尚未报告离散特征元素以模拟横向孔的应用,并且对先前的分析解决方案有显着改进。

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