Effects of Hydraulic Loading Rate and Filter Length on the Performance of Lateral Flow Sand Filters for On-Site Wastewater Treatment

Author:

Wilson Janice12345,Boutilier Leah12345,Jamieson Rob12345,Havard Peter12345,Lake Craig12345

Affiliation:

1. M.A.Sc., Environmental Engineering, Dalhousie Univ., 1360 Barrington St., Halifax, Nova Scotia, B3J 2X4, Canada.

2. Post-doctoral Associate, Biological Engineering, Dalhousie Univ., 1360 Barrington St., Halifax, Nova Scotia, B3J 2X4, Canada (corresponding author).

3. Associate Professor, Dept. of Process Engineering and Applied Science, Dalhousie Univ., 1360 Barrington St., Halifax, Nova Scotia, B3J 2X4, Canada.

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

5. Associate Professor, Civil Engineering, Dalhousie Univ., 1360 Barrington St., Halifax, Nova Scotia, B2J 2X4, Canada.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference33 articles.

1. Long-term flow rates and biomat zone hydrology in soil columns receiving septic tank effluent

2. Process, performance, and pollution potential: A review of septic tank - soil absorption systems

3. Influence of Hydraulic Loading and Effluent Flux on Surface Surcharging in Soil Absorption Systems

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

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

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