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首页> 外文期刊>Journal of Water Resources Planning and Management >Multiobjective Design of Dynamic Monitoring Networks for Detection of Groundwater Pollution
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Multiobjective Design of Dynamic Monitoring Networks for Detection of Groundwater Pollution

机译:地下水污染检测动态监测网络的多目标设计

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摘要

A methodology is developed based on the solution of optimization models for optimal design of groundwater quality monitoring networks. The optimal monitoring network is time varying as the monitoring wells are installed in stages, considering the transient pollutant transport process. The monitoring locations specified as solution to the optimization model change with time. This ensures additional economy in the installation of the network, compared to a single stage network design. The optimization model incorporates uncertainties in prediction or estimation of some of the aquifer parameters such as hydraulic conductivity and dispersivity. Advective, dispersive, and radioactive decay processes of transport in a two-dimensional groundwater system are considered. Randomly generated aquifer parameter values are used to simulate different realizations of resulting pollutant plumes incorporating uncertainties in predicting the transport process. The simulated pollutant plume realizations are subsequently utilized to obtain cumulative distribution functions (CDFs) of actual concentrations at different spatiotemporal locations. These CDFs are incorporated as an approximated distribution function in the optimization model. These CDFs are used to define chance constraints with associated reliabilities. Both single and multiple objective nonlinear optimization models are developed. Performances of these models are evaluated for different specified values of reliabilities using illustrative problems considering tritium (H~3) as the radioactive pollutant. This monitoring network design model is, in general, applicable to other types of pollutants as well.
机译:在优化模型解决方案的基础上,开发了一种用于地下水质量监测网络优化设计的方法。考虑到瞬态污染物的运输过程,最佳的监测网络是时变的,因为监测井是分阶段安装的。指定为优化模型解决方案的监视位置随时间变化。与单级网络设计相比,这确保了网络安装的额外经济性。该优化模型在预测或估算某些含水层参数(例如水力传导率和分散性)时考虑了不确定性。考虑了二维地下水系统中运输的正,分散和放射性衰变过程。随机生成的含水层参数值用于模拟最终污染物羽流的不同实现,在预测运输过程时会结合不确定性。随后利用模拟的污染物羽流实现来获取不同时空位置的实际浓度的累积分布函数(CDF)。这些CDF作为优化模型中的近似分布函数被合并。这些CDF用于定义带有相关可靠性的机会约束。开发了单目标和多目标非线性优化模型。使用illustrative(H〜3)作为放射性污染物的说明性问题,针对不同的指定可靠性值评估了这些模型的性能。该监控网络设计模型通常也适用于其他类型的污染物。

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