DISPERSIVE SOURCES IN UNIFORM GROUND-WATER FLOW

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/

• Corporate Authors:

  American Society of Civil Engineers

  345 East 47th Street
  New York, NY  United States  10017-2398
• Authors:
  • Hunt, B
• Publication Date: 1978-1

Media Info

• Features: Appendices; Figures; References;
• Pagination: p. 75-85
• Serial:
  • Journal of the Hydraulics Division
  • Volume: 104
  • Issue Number: HY1
  • Publisher: American Society of Civil Engineers

Subject/Index Terms

• TRT Terms: Concentration (Chemistry); Depth; Flow; Groundwater; Time; Water pollution
• Uncontrolled Terms: Concentration
• Old TRIS Terms: Dispersion; Water sources
• Subject Areas: Geotechnology; Highways;

Filing Info

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