Introduction to hydromechanical well tests in fractured rock aquifers.
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 microm to more than 10 microm 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.
Schweisinger
Todd
T
Department of Environmental Engineering & Earth Sciences, 340 Brackett Hall, Clemson University, Clemson, SC 29634, USA. todds@clemson.edu
Svenson
Erik J
EJ
Murdoch
Lawrence C
LC
D000465:Algorithms; D004784:Environmental Monitoring / Q000379:methods*; D008962:Models, Theoretical; D013022:South Carolina; D014872:Water Movements; D014881:Water Supply / Q000032:analysis*