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探测基岩含水层顶部有缺陷的套管密封

Detecting a Defective Casing Seal at the Top of a Bedrock Aquifer.

作者信息

Richard Sandra K, Chesnaux Romain, Rouleau Alain

机构信息

CERM (Centre d'études sur les ressources minérales), Université du Québec à Chicoutimi, 555 Bd de l'Université, G7H 2B1, Saguenay, Québec, Canada.

出版信息

Ground Water. 2016 Mar;54(2):296-303. doi: 10.1111/gwat.12355. Epub 2015 Jul 24.

Abstract

An improperly sealed casing can produce a direct hydraulic connection between two or more originally isolated aquifers with important consequences regarding groundwater quantity and quality. A recent study by Richard et al. (2014) investigated a monitoring well installed in a fractured rock aquifer with a defective casing seal at the soil-bedrock interface. A hydraulic short circuit was detected that produced some leakage between the rock and the overlying deposits. A falling-head permeability test performed in this well showed that the usual method of data interpretation is not valid in this particular case due to the presence of a piezometric error. This error is the direct result of the preferential flow originating from the hydraulic short circuit and the subsequent re-equilibration of the piezometric levels of both aquifers in the vicinity of the inlet and the outlet of the defective seal. Numerical simulations of groundwater circulation around the well support the observed impact of the hydraulic short circuit on the results of the falling-head permeability test. These observations demonstrate that a properly designed falling-head permeability test may be useful in the detection of defective casing seals.

摘要

密封不当的套管可能会在两个或多个原本隔离的含水层之间形成直接的水力联系,这对地下水量和水质会产生重大影响。理查德等人(2014年)最近的一项研究调查了一口安装在裂隙岩石含水层中的监测井,该井在土壤-基岩界面处的套管密封存在缺陷。检测到一处水力短路,导致岩石与上覆沉积物之间出现了一些渗漏。在这口井中进行的常水头渗透试验表明,由于存在测压误差,通常的数据解释方法在这种特殊情况下并不适用。这种误差是由水力短路产生的优先流以及密封缺陷入口和出口附近两个含水层测压水位随后的重新平衡直接导致的。围绕该井的地下水循环数值模拟支持了水力短路对常水头渗透试验结果的观测影响。这些观测结果表明,设计合理的常水头渗透试验可能有助于检测有缺陷的套管密封。

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