WETLAND DESIGN METHODS FOR RESIDENTIAL WASTEWATER TREATMENT1

Authors

  • Gregory Sauter,

  • Kathleen Leonard

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    • 2

      Respectively, Environmental Engineer, Stone and Webster, 26 Kensington Road, Newton, Massachusetts 02160; and Assistant Professor, Civil and Environmental Engineering Department, University of Alabama-Huntsville, Huntsville, Alabama 35899.


  • 1

    Paper No. 95149 of the Journal of the American Water Resources Association (formerly Water Resources Bulletin). Discussions are open until August 1, 1997.

Abstract

ABSTRACT: Constructed wetlands have recently gained popularity as an alternative method for wastewater treatment. This paper compares two design methodologies currently used for constructed wetlands; Tennessee Valley Authority (TVA) and the Environmental Protection Agency (EPA) methods. A discussion of parameters for both methods is given and a wetland treatment system is designed for an individual residence with typical BOD5 loads and flow rates.

Calculation results revealed significant discrepancies in the required constructed wetlands volume, and thus detention time, stemming from inherent differences in the design methodologies. The EPA method relies heavily on plug flow kinetics, and is therefore sensitive to changes in the reaction rate constant and media porosity. Conversely, TVA determines the surface area by sizing in accordance with a recommended hydraulic loading criterion and is affected only by the hydraulic flow rates. This study concluded that a constructed wetland is a viable option under design considerations that are not favorable for traditional on-site wastewater treatment methods. However, it is recommended that conservative values for flow and loading rates be assumed to assure complete treatment for either of the design methods.

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