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Asymptotic Analysis of Cross‐Hole Hydraulic Tests in Fractured Granite
Author(s) -
Illman Walter A.,
Tartakovsky Daniel M.
Publication year - 2006
Publication title -
groundwater
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.84
H-Index - 94
eISSN - 1745-6584
pISSN - 0017-467X
DOI - 10.1111/j.1745-6584.2006.00201.x
Subject(s) - hydraulic conductivity , slug test , geology , geotechnical engineering , porosity , scale (ratio) , centroid , soil science , geometry , mathematics , physics , quantum mechanics , soil water
Illman and Tartakovsky (2005a, 2005b) developed a new approach for the interpretation of three‐dimensional pneumatic well tests conducted in porous or fractured geologic media, which is based on a straight‐line analysis of late‐time data. We modify this approach to interpret three‐dimensional well tests in the saturated zone and use it to analyze the cross‐hole hydraulic test data collected in the Full‐Scale Engineered Barrier Experiment gallery at the Grimsel Test Site in Switzerland. The equivalent hydraulic conductivity and specific storage obtained from our analysis increase with the radial distance between the centroids of the pumping and monitoring intervals. Since this scale effect is observed from a single test type (cross‐hole tests), it is less ambiguous than scale effects typically inferred from laboratory and multiple types of hydraulic tests (e.g., slug, single‐ and cross‐hole tests). The statistical analysis of the estimated hydraulic parameters shows a strong correlation between equivalent hydraulic conductivity and specific storage.