title: Tracer mass recovery in fractured aquifers estimated from multiple well tests.
abstract: Forced-gradient tracer tests in fractured aquifers often report low mass recoveries. In fractured aquifers, fractures intersected by one borehole may not be intersected by another. As a result (1) injected tracer can follow pathways away from the withdrawal well causing low mass recovery and (2) recovered water can follow pathways not connected to the injection well causing significant tracer dilution. These two effects occur along with other forms of apparent mass loss. If the strength of the connection between wells and the amount of dilution can be predicted ahead of time, tracer tests can be designed to optimize mass recovery and dilution. A technique is developed to use hydraulic tests in fractured aquifers to calculate the conductance (strength of connection) between well pairs and to predict mass recovery and amount of dilution during forced gradient tracer tests. Flow is considered to take place through conduits, which connect the wells to each other and to distant sources or sinks. Mass recovery is related to the proportion of flow leaving the injection well and arriving at the withdrawal well, and dilution is related to the proportion of the flow from the withdrawal well that is derived from the injection well. The technique can be used to choose well pairs for tracer tests, what injection and withdrawal rates to use, and which direction to establish the hydraulic gradient to maximize mass recovery and/or minimize dilution. The method is applied to several tracer tests in fractured aquifers in the Clare Valley, South Australia.
authors.affiliation: Department of Geosciences, Colorado State University, Fort Collins, 80523-1482, USA. bills@cnr.colostate.edu
authors.forename: William E
authors.initials: WE
authors.lastname: Sanford
authors.forename: Peter G
authors.initials: PG
authors.lastname: Cook
authors.forename: Neville I
authors.initials: NI
authors.lastname: Robinson
authors.forename: Douglas
authors.initials: D
authors.lastname: Weatherill
mesh_terms: D008962:Models, Theoretical; D012212:Rheology; D014872:Water Movements; D014881:Water Supply / Q000032:analysis*