首页> 外文期刊>Engineering Geology >Comment on 'Determining transmissivity of fracture sets with statistical significance using single-borehole hydraulic tests: Methodology and implementation at Heshe well site in central Taiwan' [Eng. Geol. 198:1-15]
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Comment on 'Determining transmissivity of fracture sets with statistical significance using single-borehole hydraulic tests: Methodology and implementation at Heshe well site in central Taiwan' [Eng. Geol. 198:1-15]

机译:评论“使用单孔水力试验确定具有统计意义的裂缝组的透射率:台湾中部合社井场的方法和实施”。地质198:1-15]

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摘要

This note is intended to provide comments on a recent study by Wang et al. (Eng. Geol. 198:1-15, 2015), in which they proposed a mechanistic model for determining the transmissivity of fractured rocks in an experimental well site. The authors claim that their model was developed based on a discrete fracture network concept, and verified with in-situ hydraulic testing results by statistical techniques. In this comment, we like to raise a few points of concern, rather than a criticism, regarding the essence of the proposed methodology that underpins this study. (C) 2016 Elsevier B.V. All rights reserved.
机译:本文旨在对Wang等人最近的一项研究提供评论。 (Eng。Geol。198:1-15,2015),他们提出了一种用于确定实验井场中裂隙岩的透射率的力学模型。作者声称,他们的模型是基于离散裂缝网络概念开发的,并通过统计技术通过现场水力测试结果进行了验证。在这篇评论中,我们想提出一些令人关注的问题,而不是批评,这是支撑本研究的拟议方法的本质的。 (C)2016 Elsevier B.V.保留所有权利。

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