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Assessment of sources of PCE contamination in groundwater using a Monte Carlo method in the Functional Urban Area of Milano

机译:米兰功能市区使用蒙特卡洛方法评估地下水中PCE污染的来源

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摘要

Water Framework Directive and Groundwater Directive (2006/118/CE) represent the main European regulations on water resources quality, requiring the identification and management of contamination sources threatening the achievement of acceptable groundwater quality status. The sources of groundwater contamination can be classified into two different categories: 1) point sources (PS), which are identified areas releasing plumes of high/very high concentrations (i.e. hot-spots) and 2) multiple-point sources (MPS) constituted by a series of unidentifiable small sources clustered in a large area, generating a diffuse contamination. The latter category predominates in European Functional Urban Areas and cannot be managed with the usual remediation techniques such as those conceived for large/medium contaminated sites, mainly because of the difficulty to identify the many different source areas releasing small contaminant mass. Consequently, the usual remediation procedures are not economically sustainable and often fail to provide results in an acceptable time frame. A powerful tool in this context is transport modeling, as it can be used in combination with statistical methods to assess MPS groundwater contamination even in a highly undetermined setting. Due to the uncertainty related to the exact position and intensity of MPS, a numerical model (MODFLOW/MT3DMS) was implemented in a pilot area in the North-Eastern sector of the Milano FUA. Using the inverse calibration code PEST, a model was calibrated representing the diffuse PCE source field (Italian Law limit is within 1.1 mg/l). This was then used as input to a statistical process based on the Null-Space Monte Carlo (NSMC) method, which allows to generate unlimited sets of sources, all respecting the measured concentrations. 99 different realisations were thus obtained, each attributing a contaminant inflow (with varying concentrations) to every cell of the model top layer. The model minimizing the objective function (composed by the diffuse concentration targets in monitoring wells), gives useful information to assess the overall contaminant sources distribution and to identify the probability of each domain sector to contribute to the contaminant mass inflow.
机译:《水框架指令》和《地下水指令》(2006/118 / CE)是欧洲关于水资源质量的主要法规,要求对污染源进行识别和管理,这威胁着实现可接受的地下水质量状况。地下水污染源可分为两类:1)点源(PS),确定为释放高/非常高浓度羽流的区域(即热点),以及2)多点源(MPS)构成由一系列无法​​识别的小来源聚集在一个大面积上,产生了弥漫性污染。后一类在欧洲功能性城市地区占主导地位,并且无法通过常规的补救技术进行管理,例如那些针对大/中度污染场所的补救技术,这主要是因为难以确定释放出少量污染物的许多不同污染源区域。因此,通常的修复程序在经济上是不可持续的,并且通常无法在可接受的时间范围内提供结果。在这种情况下,强大的工具是运输模型,因为即使在高度不确定的环境中,它也可以与统计方法结合使用来评估MPS地下水污染。由于与MPS确切位置和强度有关的不确定性,在米兰FUA东北部的试验区实施了数值模型(MODFLOW / MT3DMS)。使用反标定码PEST,对代表扩散PCE源场的模型进行了标定(意大利法律限值在1.1 mg / l之内)。然后将其用作基于Null-Space Monte Carlo(NSMC)方法的统计过程的输入,该方法允许生成无限量的源,所有这些源均遵守所测量的浓度。因此,获得了99个不同的实现,每个实现都将污染物流入(浓度不同)归因于模型顶层的每个单元。最小化目标函数(由监测井中的扩散浓度目标组成)的模型提供了有用的信息,以评估污染物源的总体分布并确定每个域扇区对污染物质量流入的贡献。

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