Ward Sanford (Former Employee)
Science and Products
Filter Total Items: 62
Porosity development in coastal carbonate aquifers Porosity development in coastal carbonate aquifers
Geochemical mixing theory suggests that the mixing of seawater and calcite-saturated fresh ground water can result in a solution that is undersaturated with respect to calcite. Previous studies of the mixing of such waters in carbonate rocks along certain coastlines have indicated that this mixing effect may be responsible for significant amounts of calcite dissolution and porosity...
Authors
W. E. Sanford, Leonard Konikow
A two-constituent solute-transport model for ground water having variable density A two-constituent solute-transport model for ground water having variable density
A numerical model has been developed to simulate solute transport and dispersion of either one or two constituents in groundwater where there is two-dimensional, density-dependent flow. The model is a modified version of the one documented by Konikow and Bredehoeft (1978), which uses finite-difference methods and the method of characteristics to solve the flow and transport equations...
Authors
W. E. Sanford, Leonard Konikow
Science and Products
Filter Total Items: 62
Porosity development in coastal carbonate aquifers Porosity development in coastal carbonate aquifers
Geochemical mixing theory suggests that the mixing of seawater and calcite-saturated fresh ground water can result in a solution that is undersaturated with respect to calcite. Previous studies of the mixing of such waters in carbonate rocks along certain coastlines have indicated that this mixing effect may be responsible for significant amounts of calcite dissolution and porosity...
Authors
W. E. Sanford, Leonard Konikow
A two-constituent solute-transport model for ground water having variable density A two-constituent solute-transport model for ground water having variable density
A numerical model has been developed to simulate solute transport and dispersion of either one or two constituents in groundwater where there is two-dimensional, density-dependent flow. The model is a modified version of the one documented by Konikow and Bredehoeft (1978), which uses finite-difference methods and the method of characteristics to solve the flow and transport equations...
Authors
W. E. Sanford, Leonard Konikow