Performance and Hydraulics of Lateral Flow Sand Filters for On-Site Wastewater Treatment

Author:

Havard Peter12345,Jamieson Rob12345,Cudmore Daniel12345,Boutilier Leah12345,Gordon Robert12345

Affiliation:

1. Professor, Engineering Dept., Nova Scotia Agricultural College, P.O. Box 550, Truro, Nova Scotia, Canada B2N 5E3.

2. Assistant Professor, Dept. of Process Engineering and Applied Science, Dalhousie Univ., 1360 Barrington St., Halifax, Nova Scotia, Canada B3J 1Z1 (corresponding author). E-mail: jamiesrc@dal.ca

3. Research Associate, Engineering Dept., Nova Scotia Agricultural College, P.O. Box 550, Truro, Nova Scotia, Canada B2N 5E3.

4. Graduate Student, Dept. of Process Engineering and Applied Science, Dalhousie Univ., 1360 Barrington St., Halifax, Nova Scotia, Canada B3J 1Z1.

5. Associate Professor, Engineering Dept., Nova Scotia Agricultural College, P.O. Box 550, Truro, Nova Scotia, Canada B2N 5E3.

Publisher

American Society of Civil Engineers (ASCE)

Subject

General Environmental Science,Water Science and Technology,Civil and Structural Engineering,Environmental Chemistry

Reference15 articles.

1. Appello C. A. J. and Postma D. (1993). “Geochemistry groundwater and pollution.” Balkema Rotterdam The Netherlands.

2. Blasing E. and Converse J. (2004). “Effluent quality is saturated mound and modified mound toes receiving septic tank or aerobically treated domestic wastewater.” Proc. 10th National Symp. on Individual and Small Community Sewage Systems American Society of Agricultural and Biological Engineers St. Joseph Mich. Paper No. 701P0104.

3. Effect of precipitation and evapotranspiration of a septic tank-sand filter disposal system;Brandes M.;J. Water Pollut. Control Fed.,1980

4. Check G. (1992). “Design and evaluation of on-site wastewater treatment with lateral flow sand filters.” MS thesis Dalhousie Univ. Halifax Nova Scotia Canada.

5. The lateral-flow sand-filter system for septic-tank effluent treatment

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