TECHNICAL PAPERS
Aug 1, 2008

Water Flow from Trenches through Different Soils

Publication: Journal of Hydrologic Engineering
Volume 13, Issue 8

Abstract

It is often assumed that soils are homogeneous when designing septic systems or modeling wastewater flow from their trenches. The main objective of this study was to assess water infiltration and movement from the trenches similar to the ones commonly used for on-site wastewater dispersal by septic systems. Four separate experiments, each using a small drainfield with four parallel trenches, were conducted at three sites with different soils. In two experiments the trenches were in the coarse-textured soil above a clayey Bt horizon. In the other two experiments the trenches were in the Bt horizon. For each experiment, 50L of a solution containing potassium bromide and brilliant blue FCF (as a tracer dye) were applied once a day to each trench for 14 or 15 days. A sampling pit was dug perpendicular to the trenches after the tracer solution application, and the distribution of the tracer dye and Br around the trenches on the two walls of the pit were assessed. Tracer solution infiltration from the trenches was not uniform in any of the experiments. Water flow in the Bt horizon was mainly through macropores. Further, water containing Br and dye moved a substantial distance from the trenches through macropores when trenches were installed in the Bt horizon. When trenches were installed in the coarse-textured soil above the Bt horizon, most of the tracer solution moved away laterally from the drainfield through the zone above the Bt horizon. Overall, the results indicate that soil morphological properties and soil horizonations, as well as the nature of water movement from trenches must be considered when modeling water flow from septic system trenches or when designing septic system drainfields.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

Funding for the research was provided by a grant from the North Carolina Water Resources Research Institute (NCWRRI) and the North Carolina Agricultural Research Service (NCARS). The use of trade names in this publication does not imply endorsement by NCWWRI and NCARS of the products named or criticism of similar ones not mentioned.

References

Amoozegar, A., Anderson, J., and Gustafson, D. (2005). “Water movement and soil treatment.” Model decentralized wastewater practitioner curriculum (CD-ROM), The Consortium of Institutes for Decentralized Wastewater Treatment (CIDWT), North Carolina State Univ. (NCSU), Raleigh, N.C.
Amoozegar, A., and Martin, K. C. (1997). “Mounding analysis in the vadose zone for designing large septic systems.” Site characterization and design of on-site septic systems, ASTM STP 1324, M. S. Bedinger, A. I. Johnson, and J. S. Fleming, eds., ASTM, West Conshohocken, Pa., 161–175.
Angoli, T. (1998). “National on site wastewater treatment: A national small flows clearinghouse summary of onsite systems in the United States, 1993.” Proc., 8th National Symp. on Individual and Small Community Sewage Systems, American Society of Agricultural Engineering, St. Joseph, Mich., 1–11.
Angoli, T. (2001). “Summary of the status of onsite wastewater treatment systems in the United States during 1998.” Proc., 9th National Symp. on Individual and Small Community Sewage Systems, American Society of Agricultural Engineers, St. Joseph, Mich., 315–321.
Beach, D. N. H., and McCray, J. (2003). “Numerical modeling of unsaturated flow in wastewater soil absorption systems.” Ground Water Monit. Rem., 23(2), 64–72.
Beal, C. D., Gardner, E. A., Vieritz, A., and Menzies, N. W. (2004). “The role of the biomat in the sustainable performance of soil absorption systems in Australia: A review.” Proc., 10th National Symp. on Individual and Small Community Sewage Systems, American Society of Agricultural Engineers, St. Joseph, Mich., 241–248.
Berkowitz, S. J. (1985). “Pressure manifold design for large subsurface ground absorption systems.” Proc., 4th National Symp. on Individual and Small Community Sewage Systems, American Society of Agricultural Engineers, St. Joseph, Mich., 39–48.
Beven, K., and Germann, P. (1982). “Macropores and water flow in soils.” Water Resour. Res., 18(5), 1311–1325.
Bouma, J. (1975). “Unsaturated flow during soil treatment of septic tank effluent.” J. Envir. Engrg. Div., 101(6), 967–983.
Cameron, K. C., Di, H. J., and McLaren, R. G. (1997). “Is soil an appropriate dumping ground for our wastes?” Austral. J. Soil Res., 35(5), 995–1035.
Cawthorn, J. W. (1970). Soil survey of Wake County, North Carolina, U.S. Dept. of Agriculture, Soil Conservation Service, U.S. GPO, Washington, D.C.
Cogger, C., Carlile, B. L., Osborne, D., and Holland, E. (1982). “Design and installation of low-pressure pipe waste treatment systems.” UNC Sea Grant College Publication No. UNC-SG-82-03, North Carolina State Univ., Raleigh, N.C.
Cooperbrand, L. R. (2000). “Sustainable use of by-products in land management.” Land application of agricultural, industrial, and municipal by-products, Book Series No. 6, Soil Science Society of America, Madison, Wis. 215–235.
Crites, R. W., Reed, S. C., and Bastian, R. K. (2000). Land treatment systems for municipal and industrial wastes, McGraw-Hill, New York.
Daniels, R. B., Buol, S. W., Kleiss, H. J., and Ditzler, C. A. (1999). “Soil systems in North Carolina.” Technical Bulletin No. 314, Soil Science Dept., North Carolina State Univ., Raleigh, N.C.
Diaz, A. D., and Siegrist, R. L. (2004). “Wastewater infiltration rate behavior in porous media as affected by infiltrative surface architecture: Methods development and experimental results.” Proc., 10th National Symp. on Individual and Small Community Sewage Systems, K. R. Mankin, ed., American Society of Agriculture Engineers, St. Joseph, Mich., 210–222.
Flury, M., Flühler, H., Jury, W. A., and Leuenberger, J. (1994). “Susceptibility of soils to preferential flow of water: A field study.” Water Resour. Res., 30(7), 1945–1954.
Fortin, J., Gagnon-Bertrand, E., Vézina, L., and Rompré, M. (2002). “Preferential bromide and pesticide movement to tile drains under different cropping practices.” J. Environ. Qual., 31(6), 1940–1952.
Gee, G. W., and Or, D. (2002). “Particle-size analysis.” Methods of soil analysis part 4: Physical methods, No. 5 in SSSA Book Series, J. H. Dane, and G. C. Topp, eds., Soil Science Society of America, Madison, Wis., 255–293.
Greenberg, A. E., Clesceri, L. S., and Eaton, A. D. (1992). Standard methods for examination of water and wastewater, 18th Ed., American Public Health Association, Washington, D.C.
Hillel, D. (2004). Introduction to environmental soil physics, Elsevier Academic, San Diego.
Huntzinger, D., McCray, J., Van Cuyk, S., and Siegrist, R. (2001). “Mathematical modeling of unsaturated flow in wastewater soil absorption systems with clogging zones.” Proc., 9th National Symp. on Individual and Small Community Sewage Systems, K. Mancl, ed., American Society of Agricultural Engineers, St. Joseph, Mich., 106–107.
Jones, J. H., and Taylor, G. S. (1965). “Septic tank effluent percolation through sands under laboratory conditions.” Soil Sci., 99(5), 301–309.
Kleiss, H. J., Aull, L. E., Averette, F. G., Horton, R. E., and Woltz, W. G. (1981). “Soils of the Central Crops Research Station, Clayton, North Carolina, their technical and useability classification.” North Carolina Agricultural Research Service, NCDA, and USDA, Raleigh, N.C.
Luxmoore, R. J. (1981). “Micro-, meso-, and macroporosity of soil.” Soil Sci. Soc. Am. J., 45(3), 671.
Morey, A. E., and Amoozegar, A. (2004). “Use of septic systems in sandy soils with a shallow water table.” Proc., 10th National Symp. on Individual and Small Community Sewage Systems, K. R. Mankin, ed., American Society of Agricultural Engineers, St. Joseph, Mich., 419–431.
Owens, P. R., Rutledge, E. M., Gross, M. A., Osier, S. C., and McNew, R. W. (2004). “The response of effluent absorption rates to resting trenches of a serially loaded septic filter bed.” Proc., 10th National Symp. on Individual and Small Community Sewage Systems, K. R. Mankin, ed., American Society of Agricultural Engineers, St. Joseph, Mich., 223–230.
Radcliffe, D. E., West, L. T., and Singer, J. (2005). “Gravel effect on wastewater infiltration from septic system trenches.” Soil Sci. Soc. Am. J., 69(4), 1217–1224.
Siegrist, R. L. (1987). “Soil clogging during subsurface wastewater infiltration as affected by effluent composition and loading rate.” J. Environ. Qual., 16(2), 181–187.
Siegrist, R. L., McCray, J. E., and Lowe, K. S. (2004). “Wastewater infiltration into soil and the effects of infiltrative surface architecture.” Small Flows Quarterly, 5(1), 29–39.
Tackett, K. N., Lowe, K. S., Siegrist, R. L., and Van Cuyk, S. M. (2004). “Vadose zone treatment during effluent reclamation as affected by infiltrative surface architecture and hydraulic loading rate.” Proc., 10th National Symp. on Individual and Small Community Sewage Systems, K. R. Mankin, ed., American Society of Agricultural Engineers, St. Joseph, Mich., 655–667.
U.S. Census Bureau. (2006). “American housing survey for the United States: 2005.” Current Housing Reports, Series H150/05, U.S. Government Printing Office, Washington, DC, 20401, also available at ⟨http://www.census.gov/prod/2006pubs/h150-05.pdf⟩ (last accessed May 12, 2008).
USEPA. (1994). “A plain English guide to the EPA Part 503 biosolid rules.” EPA/832/R-93/003, ⟨http://www.epa.gov/owm/mtb/biosolids/503pe/503pe_toc.pdf⟩ (last accessed May 12, 2008).
USEPA. (2002). “Onsite wastewater treatment systems manual.” EPA/625/R-00/008, Office of Water, Washington, D.C.
Vepraskas, M. J., Guertal, W. R., Kleiss, H. J., and Amoozegar, A. (1996). “Porosity factors that control the hydraulic conductivity of soil-saprolite transitional zones.” Soil Sci. Soc. Am. J., 60(1), 192–199.
Vepraskas, M. J., Jongmans, A. G., Hoover, M. T., and Bouma, J. (1991). “Hydraulic conductivity of saprolite as determined by channels and porous groundmass.” Soil Sci. Soc. Am. J., 55(4), 932–938.
Weymann, D. F., Amoozegar, A., and Hoover, M. T. (1998). “Performance of an on-site wastewater disposal system in a slowly permeable soil.” Proc., 8th National Symp. on Individual and Small Community Sewage Systems, D. M. Sievers, ed., American Society of Agricultural Engineers, St. Joseph, Mich., 134–145.
White, K. D., and West, L. T. (2003). “In-ground dispersal of wastewater effluent: The science of getting water into the ground.” Small Flows Quarterly, 4(2), 28–35.
White, R. E. (1985). “The influence of macropores on the transport of dissolved and suspended matter through soil.” Adv. Soil. Sci., 3, 95–120.

Information & Authors

Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 13Issue 8August 2008
Pages: 655 - 664

History

Received: Aug 24, 2006
Accepted: Dec 20, 2007
Published online: Aug 1, 2008
Published in print: Aug 2008

Permissions

Request permissions for this article.

Authors

Affiliations

Aziz Amoozegar
Professor of Environmental Soil Physics, Dept. of Soil Science, North Carolina State Univ., Raleigh, NC 27695-7619. E-mail: [email protected]
Christopher Niewoehner
Research Assistant, Dept. of Soil Science, North Carolina State Univ., Raleigh, NC 27695-7619. E-mail: [email protected]
David Lindbo
Associate Professor of Environmental Soil Science, Dept. of Soil Science, North Carolina State Univ., Raleigh, NC 27695-7619. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share