Research Article
Jan 1978

Dispersive Sources in Uniform Ground-Water Flow

Publication: Journal of the Hydraulics Division
Volume 104, Issue 1

Abstract

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.

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Journal of the Hydraulics Division
Volume 104Issue 1January 1978
Pages: 75 - 85

History

Published in print: Jan 1978
Published online: Feb 3, 2021

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Bruce Hunt
Sr. Lect. in Civ. Engrg., Univ. of Canterbury, Christchurch, New Zealand

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