title: Interpreting a pumping test influenced by another well in an anisotropic aquifer.
abstract: In confined aquifers the influence of neighboring active wells is often neglected when interpreting a pumping test. This can, however, lead to an erroneous interpretation of the pumping test data. This article presents simple methods to evaluate the transmissivity tensor and storativity of an anisotropic confined aquifer when there is an interfering well in the neighborhood of the tested well. Two methods have been developed depending on whether the tested well or the interfering well is the first in operation. These new methods yield better estimates of the hydraulic parameters than when the influence of the interfering well is neglected. These methods have then been used on data obtained from numerical models with an interfering well and the results have been compared to an analytical method that neglects the influence of the interfering well. The methods require knowledge of the pumping rate of the interfering well and the time elapsed since the pumping started in each well. If the interfering well started pumping before the tested well, the method does not require knowledge of the aquifer piezometric level at the beginning of the test, which is often unknown in this case. As for the method without interference, at least three monitoring wells (MWs) are needed, the position of which influences the accuracy of the estimated parameters. Some recommendations concerning MWs position have been given to get more accurate results according to the sought parameter.
authors.affiliation: Department of Civil, Geological and Mining Engineering, Ecole Polytechnique, P.O. Box 6079, Stn CV, Montreal, Quebec, Canada H3C 3A7.
authors.forename: Simon
authors.initials: S
authors.lastname: Weber
authors.forename: Robert P
authors.initials: RP
authors.lastname: Chapuis
authors.forename: François
authors.initials: F
authors.lastname: Duhaime
mesh_terms: D016880:Anisotropy; D004784:Environmental Monitoring / Q000379:methods*; D062070:Hydrology / Q000379:methods*; D008962:Models, Theoretical; D014872:Water Movements; D060986:Water Wells / Q000032:analysis*