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Introduction to Hydromechanical Well Tests in Fractured Rock Aquifers
Author(s) -
Schweisinger Todd,
Svenson Erik J.,
Murdoch Lawrence C.
Publication year - 2009
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.1745-6584.2008.00501.x
Subject(s) - geology , aquifer , slug test , drawdown (hydrology) , geotechnical engineering , hydraulic head , displacement (psychology) , aquifer test , scaling , head (geology) , well test (oil and gas) , electrical conduit , wellbore , petroleum engineering , groundwater , engineering , groundwater recharge , geomorphology , mechanical engineering , psychology , geometry , mathematics , psychotherapist
This article introduces hydromechanical well tests as a viable field method for characterizing fractured rock aquifers. These tests involve measuring and analyzing small displacements along with pressure transients. Recent developments in equipment and analyses have simplified hydromechanical well tests, and this article describes initial field results and interpretations during slug and constant‐rate pumping tests conducted at a site underlain by fractured biotite gneiss in South Carolina. The field data are characterized by displacements of 0.3 μm to more than 10 μm during head changes up to 10 m. Displacements are a hysteretic function of hydraulic head in the wellbore, with displacements late in a well test always exceeding those at similar wellbore pressures early in the test. Displacement measurements show that hydraulic aperture changes during well tests, and both scaling analyses and field data suggest that T changed by a few percent per meter of drawdown during slug and pumping tests at our field site. Preliminary analyses suggest that displacement data can be used to improve estimates of storativity and to reduce nonuniqueness during hydraulic well tests involving single wells.