Transformations in dissolved organic carbon through constructed wetlands

Abstract Constructed wetlands have emerged as a viable option for addressing a wide range of water quality problems, especially in treating wastewater effluent. This paper presents longitudinal profiles in dissolved organic carbon (DOC) concentrations and structural characteristics across a full-scale wastewater treatment wetland receiving lagoon-treated wastewater (DOC=15–25 mg/L). DOC removal through the wetland varied seasonally, achieving a maximum net removal of 47% in February and minimum net removal of 9% in June. During summer months, when the wetland plants were actively growing, DOC decreased across the first half of the wetland and then increased through the second half of the wetland. Specific ultraviolet absorbance at 254 nm always increased across the wetland, with the largest increases (>130%) occurring during summer months. DOC lability decreased across the wetland. DOC reactivity to form trihalomethanes was also reduced on both an absolute and per carbon mass basis. Laboratory experiments employing a series of wetland microcosms with HRTs ranging from 1.6 to 7.4 days were employed to determine the amount of DOC leached from Typha wetland plant material. During fifty-six day steady-state experiments, roughly 5–8% of the total Typha biomass added was leached as DOC, 45–60% remained in the reactor as accumulated biomass, the remainder of the carbon (30–50%) exited as particulate organic carbon or was microbially respired. We hypothesized that DOC in the wastewater effluent biodegraded over the first-half of the wetland, and that DOC leaching from plant material occurred throughout the wetland. A DOC-wetland model was developed, and the results suggested that the percentage of plant-derived DOC increases with longer HRTs, and while the overall DOC concentration exiting a wetland may only be slightly lower than influent levels that a majority of the DOC, which contains a large percentage of refractory DOC, could be plant-derived. Wetlands with short HRTs would reduce the amount of DOC leached from plant material.

[1]  Keith D. Johnson,et al.  The use of extended aeration and in-series surface-flow wetlands for landfill leachate treatment , 1995 .

[2]  D. Graham,et al.  Fate of organics during column studies of soil aquifer treatment , 1996 .

[3]  E. Gilbert,et al.  Untersuchungen über die Art und Menge der Reststoffe in den Abläufen biologischer Kläranlagen , 1989 .

[4]  L. Baker,et al.  Nitrogen transformations in a wetland receiving lagoon effluent: sequential model and implications for water reuse. , 2001, Water research.

[5]  Robert H. Kadlec,et al.  The Use of Treatment Wetlands for Petroleum Industry Effluents , 1999 .

[6]  G. Amy,et al.  Fate of chlorination byproducts and nitrogen species during effluent recharge and soil aquifer treatment (SAT) , 1993 .

[7]  Cluade E. Boyd,et al.  Factors Influencing Shoot Production and Mineral Nutrient Levels in Typha Latifolia , 1970 .

[8]  Shahamat U. Khan,et al.  Humic substances in the environment , 1972 .

[9]  L. Baker,et al.  Nitrate removal in wetland microcosms , 1998 .

[10]  Saravanamuthu Vigneswaran,et al.  Constructed Wetlands for Wastewater Treatment , 2001 .

[11]  P. Hiley The reality of sewage treatment using wetlands , 1995 .

[12]  Diane M. McKnight,et al.  Isolation of hydrophilic organic acids from water using nonionic macroporous resins , 1992 .

[13]  A. Shilton,et al.  Constructed Wetlands for Wastewater Treatment: The New Zealand Experience , 1991 .

[14]  Artificial wetlands for wastewater treatment, water reuse and wildlife in Queensland, Australia , 1996 .

[15]  E. O’Loughlin,et al.  Molecular weight, polydispersity, and spectroscopic properties of aquatic humic substances. , 1994, Environmental science & technology.

[16]  J. Chudoba,et al.  Microbial polymers in the aquatic environment—I: Production by activated sludge microorganisms under different conditions , 1986 .

[17]  Sherwood C. Reed,et al.  Natural Systems for Waste Management and Treatment , 1994 .

[18]  M. Reinhard,et al.  Identification of wastewater dissolved organic carbon characteristics in reclaimed wastewater and recharged groundwater , 1996 .

[19]  Gary L. Amy,et al.  Water quality changes during soil aquifer treatment of tertiary effluent , 1995 .

[20]  E. M. Thurman,et al.  Organic Geochemistry of Natural Waters , 1985, Developments in Biogeochemistry.

[21]  Joseph V. Hunter,et al.  General nature of soluble and particulate organics in sewage and secondary effluent , 1971 .

[22]  Mary Ann Moran,et al.  Dissolved humic substances of vascular plant origin in a coastal marine environment , 1994 .

[23]  Hans Brix,et al.  Constructed Wetlands for Wastewater Treatment in Europe , 1998 .

[24]  Steven G. Buchberger,et al.  An approach toward rational design of constructed wetlands for wastewater treatment , 1995 .

[25]  Yoshimi Suzuki,et al.  A high-temperature catalytic oxidation method for the determination of non-volatile dissolved organic carbon in seawater by direct injection of a liquid sample , 1988 .

[26]  William J. Mitsch,et al.  Natural systems for waste management and treatment, 2nd edition , 1995 .

[27]  Sherwood C Reed,et al.  CONSTRUCTED WETLANDS FOR WASTEWATER TREATMENT , 1991 .

[28]  P. Breen A mass balance method for assessing the potential of artificial wetlands for wastewater treatment. , 1990 .

[29]  J. Chudoba,et al.  Microbial polymers in the aquatic environment—III: Isolation from river, potable and underground water and analysis , 1986 .