Analytical model for aquifer response incorporating distributed stream leakage.
An analytical model of stream/aquifer interaction is proposed that predicts drawdown in an aquifer with leakage from a finite-width stream induced by pumping from a well. The model is formulated based on the assumptions of stream partial penetration, a semipervious streambed, and distributed recharge across a finite-width stream. Advantages of the analytical solution include its simple structure, consisting of the Theis well function with integral modifications. The solution is derived for the semi-infinite domain between the stream and pumping well, which is of primary interest to hydrogeologists. Previous stream/aquifer analytical models are compared to the analytical solution based on dimensionless drawdown profiles. Drawdown in the aquifer near a wide stream was found to be less than that predicted by a solution that ignored stream width. Deviations between the proposed analytical solutions and previous solutions increase as stream width increases. For a hypothetical stream/aquifer system, the proposed analytical solution was equivalent to prior solutions when the ratio of the distance between the stream and aquifer to the stream width was greater than 25. This analytical solution may provide improved estimates of aquifer and streambed leakage parameters by curve fitting experimental field drawdown data.
Department of Civil Engineering, Colorado State University, Fort Collins 80523-1372, USA. gfox@engr.colostate.edu
Garey A
GA
Fox
Paul
P
DuChateau
Deanna S
DS
Durnford
D005374:Filtration; D055593:Geological Phenomena; D005844:Geology; D008962:Models, Theoretical; D012987:Soil; D014872:Water Movements; D014873:Water Pollutants; D014881:Water Supply
D012987:Soil; D014873:Water Pollutants