455-3 Mechanistic Determination of Nitrogen Removal By Advanced Soil-Based Wastewater Treatment Systems Using 15N Isotopes.

See more from this Division: SSSA Division: Urban and Anthropogenic Soils
See more from this Session: Urban and Rural Wastewater Management
Wednesday, November 5, 2014: 8:40 AM
Long Beach Convention Center, Room 102C
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Jennifer Cooper1, George Loomis2, David Kalen3, Tom Boving4, Ivan Morales4 and Jose A Amador5, (1)Natural Resources Science, University of Rhode Island, Providence, RI
(2)Natural Resources Science, University of Rhode Island, Kingston, RI
(3)NRS Department, New England Onsite Wastewater Training Center, Kingston, RI
(4)University of Rhode Island, Kingston, RI
(5)Laboratory of Soil Ecology and Microbiology, University of Rhode Island, Kingston, RI
Current levels of nitrogen removal by onsite wastewater treatment systems (OWTS) are inadequate, with release of N from OWTS contributing to environmental N pollution, especially in coastal zones where aquatic ecosystems are sensitive to eutrophication.  Current mechanistic understand of N removal are limited and mainly attributed to denitrification in the drainfield.  Loss of N from N2O production during nitrification, a sparsely researched topic, may be a contributing mechanism in advanced OWTS systems that enhance O2 diffusion by sand filter pre-treatment, shallow placement of infiltrative areas and timed dosing controls to prevent drainfield saturation.  Replicate (n=3) intact soil mesocosms were used with 15N isotope to evaluate the effectiveness and mechanisms of N removal in drainfields with a conventional wastewater delivery (pipe-and-stone, P&S) compared to two advanced types of drainfields, pressurized shallow narrow drainfield (SND) and Geomat (GEO), a variation of a SND drainfield.  Over the 11 day experiment, dissolved O2 was 1.6 mg/L for P&S and 3.0 mg/L for SND and GEO.  Removal of total N was 13.5% for P&S, 4.8% for SND and 5.4% for GEO.  15NH4 labeled nitrogen inputs to drainfields were transformed primarily to 15NO3 in all outputs.  Consistent low 15N2O levels were present in P&S, with increasing levels of N2 peaking 48h after 15NH4 injection, suggesting denitrification dominated N removal.  By contrast, SND and GEO 15N2O and 15N and levels rose quickly, peaking 8h after 15NH4 injection, suggesting N loss by nitrification and denitrification.  When the whole system is considered, including sand filter removal, 26 – 27% of total N was removed by the SND and GEO systems, whereas 14% of total N was removed in the P&S system.  Our results suggest the SND and GEO systems as a whole are capable of removing a greater mass of N than the P&S system.
See more from this Division: SSSA Division: Urban and Anthropogenic Soils
See more from this Session: Urban and Rural Wastewater Management