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示踪羽流的质量排放:泰森多边形法的评估。

Mass discharge in a tracer plume: evaluation of the Theissen Polygon Method.

机构信息

Department of Land, Air & Water Resources, University of California, Davis, CA 95616, USA.

出版信息

Ground Water. 2012 Nov-Dec;50(6):895-907. doi: 10.1111/j.1745-6584.2012.00912.x. Epub 2012 Feb 10.

Abstract

A tracer plume was created within a thin aquifer by injection for 299 d of two adjacent "sub-plumes" to represent one type of plume heterogeneity encountered in practice. The plume was monitored by snapshot sampling of transects of fully screened wells. The mass injection rate and total mass injected were known. Using all wells in each transect (0.77 m well spacing, 1.4 points/m(2) sampling density), the Theissen Polygon Method (TPM) yielded apparently accurate mass discharge (M(d) ) estimates at three transects for 12 snapshots. When applied to hypothetical sparser transects using subsets of the wells with average spacing and sampling density from 1.55 to 5.39 m and 0.70 to 0.20 points/m(2) , respectively, the TPM accuracy depended on well spacing and location of the wells in the hypothesized transect with respect to the sub-plumes. Potential error was relatively low when the well spacing was less than the widths of the sub-plumes (>0.35 points/m(2) ). Potential error increased for well spacing similar to or greater than the sub-plume widths, or when less than 1% of the plume area was sampled. For low density sampling of laterally heterogeneous plumes, small changes in groundwater flow direction can lead to wide fluctuations in M(d) estimates by the TPM. However, sampling conducted when flow is known or likely to be in a preferred direction can potentially allow more useful comparisons of M(d) over multiyear time frames, such as required for performance evaluation of natural attenuation or engineered remediation systems.

摘要

在一个薄含水层中,通过注入两个相邻的“亚羽流”,形成了一个示踪羽流,以代表实际中遇到的一种羽流非均质性。通过对完全屏蔽井的横截线上的快照抽样来监测羽流。注入的质量流速和总注入质量是已知的。在三个横截线上,使用每个横截线上的所有井(0.77 m 井间距,1.4 个点/m2 采样密度),Theissen 多边形法(TPM)在 12 个快照中得出了明显准确的质量排放(M(d))估计值。当应用于假设的稀疏横截线时,使用井的子集,平均间距和采样密度分别为 1.55 至 5.39 m 和 0.70 至 0.20 个点/m2,TPM 的准确性取决于井间距以及假设横截线中井相对于亚羽流的位置。当井间距小于亚羽流宽度(>0.35 个点/m2)时,潜在误差相对较低。当井间距与亚羽流宽度相似或更大,或者只有不到 1%的羽流区域被采样时,潜在误差会增加。对于侧向非均质性羽流的低密度采样,地下水流动方向的微小变化可能导致 TPM 对 M(d)的估计值产生广泛波动。然而,当流动已知或可能处于首选方向时进行采样,可以潜在地允许在多年时间框架内对 M(d)进行更有用的比较,例如对自然衰减或工程修复系统的性能评估所必需的。

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