Dispersive Sources in Uniform Ground-Water Flowby Bruce Hunt, Sr. Lect. in Civ. Engrg.; Univ. of Canterbury, Christchurch, New Zealand,
Serial Information: Journal of the Hydraulics Division, 1978, Vol. 104, Issue 1, Pg. 75-85
Document Type: Journal Paper
Solutions are given for instantaneous, continuous, and steady-state sources of pollution in uniform ground water flow. Then these solutions are used to determine how long a continuous source must be in place before steady-state conditions are approached, to determine the effect of a finite aquifer depth upon solutions for an infinite aquifer depth, to calculate maximum concentrations for instantaneous sources, and to determine the time required for solutions for a point source and a source of finite size to approach each other.
Subject Headings: Groundwater flow | Uniform flow | Aquifers | Steady states | Groundwater pollution | Water flow
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