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 conditons 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. /Author/

Media Info

  • Features: Appendices; Figures; References;
  • Pagination: p. 75-85
  • Serial:

Subject/Index Terms

Filing Info

  • Accession Number: 00173238
  • Record Type: Publication
  • Report/Paper Numbers: ASCE 13467 Proceeding
  • Files: TRIS
  • Created Date: Apr 12 1978 12:00AM