@article{vanotti_szogi_hunt_millner_humenik_2007, title={Development of environmentally superior treatment system to replace anaerobic swine lagoons in the USA}, volume={98}, ISSN={["0960-8524"]}, DOI={10.1016/j.biortech.2006.07.009}, abstractNote={A full-scale treatment system for swine manure was developed to eliminate discharge to surface and ground waters and contamination of soil and groundwater by nutrients and heavy metals, along with related release of ammonia, odor, and pathogens. The system greatly increased the efficiency of liquid-solid separation by polymer injection to increase solids flocculation. Nitrogen management to reduce ammonia emissions was accomplished by passing the liquid through a module where bacteria transformed ammonia into harmless nitrogen gas. Subsequent alkaline treatment of the wastewater in a phosphorus module precipitated phosphorus and killed pathogens. Treated wastewater was recycled to clean swine houses and for crop irrigation. The system was tested during one year in a 4400-head finishing farm as part of the Agreement between the Attorney General of North Carolina and swine producers Smithfield Foods, Premium Standard Farms and Frontline Farmers to replace traditional waste treatment anaerobic lagoons with environmentally superior technology. The on-farm system removed 97.6% of the suspended solids, 99.7% of BOD, 98.5% of TKN, 98.7% of soluble ammonia (NH(4)(+)-N), 95.0% of total P, 98.7% of copper and 99.0% of zinc. It also removed 97.9% of odor compounds in the liquid and reduced pathogen indicators to non-detectable levels. Based on performance obtained, it was determined that the treatment system met the Agreement's technical performance standards that define an environmentally superior technology. These findings overall showed that cleaner alternative technologies are technically and operationally feasible and that they can have significant positive impacts on the environment and the livestock industry.}, number={17}, journal={BIORESOURCE TECHNOLOGY}, author={Vanotti, Matias B. and Szogi, Ariel A. and Hunt, Patrick G. and Millner, Patricia D. and Humenik, Frank J.}, year={2007}, month={Dec}, pages={3184–3194} } @misc{vanotti_szogi_hunt_2005, title={Wastewater treatment system}, volume={6,893,567}, publisher={Washington, DC: U.S. Patent and Trademark Office}, author={Vanotti, M. B. and Szogi, A. A. and Hunt, P. G.}, year={2005} } @article{szogi_vanotti_rice_humenik_hunt_2004, title={Nitrification options for pig wastewater treatment}, volume={47}, DOI={10.1080/00288233.2004.9513612}, abstractNote={Abstract Nitrification is a necessary and often limiting process in animal waste treatment for removal of nitrogen as N2 through biological nitrification/denitrification systems. We evaluated three technologies for enhancing nitrification of pig lagoon wastewater prior to denitrification: overland flow, trickling filter, and a bioreactor using nitrifying pellets. The overland flow system consisted of a 4 × 20‐m plot with 2% slope with a subsurface impermeable barrier receiving a total N loading rate of 64–99 kg N ha−1 day−1. Total N removal efficiency ranged from 36 to 42%, and 7% of the total N application was recovered in the effluent as nitrate. The trickling filter consisted of a 1‐m3 tank filled with marl gravel media which supported a nitrifying biofilm. Lagoon wastewater was applied as a fine spray on the surface at hydraulic loading rates of 684 litres m−3 day−1 and total N loading rates of 249 g m−3 day−1. The media filter treatment transformed up to 57% of the inflow total N into nitrate when wastewater was supplemented with lime. The nitrifying pellets technology used acclimated nitrifying cells immobilised in 3–5 mm polymer pellets. Pig wastewater was treated in an aerated fluidised reactor unit with a 15% (w/v) pellet concentration. Nitrification efficiencies of more than 90% were obtained in continuous flow treatment using total N loading rates of 438 g N m−3 day−1 and hydraulic residence time of 12 h. Two conclusions are suggested from this research: (1) that substantial nitrification of pig lagoon wastewater can be attained particularly using aerobic treatments with enriched nitrifying populations, and (2) that large mass removal of N from pig wastewater may be possible by sequencing nitrification and denitrification unit processes.}, number={4}, journal={New Zealand Journal of Agricultural Research}, author={Szogi, A. A. and Vanotti, M. B. and Rice, J. M. and Humenik, F. J. and Hunt, P. G.}, year={2004}, pages={439–448} } @article{stone_hunt_novak_johnson_watts_humenik_2004, title={Stream nitrogen changes in an eastern Coastal Plain watershed}, volume={59}, number={2}, journal={Journal of Soil & Water Conservation}, author={Stone, K. C. and Hunt, P. G. and Novak, J. M. and Johnson, M. H. and Watts, D. W. and Humenik, F. J.}, year={2004}, pages={66–72} } @article{szogi_hunt_humenik_2003, title={Nitrogen distribution in soils of constructed wetlands treating lagoon wastewater}, volume={67}, DOI={10.2136/sssaj2003.1943}, abstractNote={Constructed wetlands have the potential to be used for treatment of N-rich livestock wastewater. Our objectives were to evaluate both the time effect and increasing N loading rates on soil N distribution and NH + 4 -N concentration in surface-pore water of constructed wetlands. A 5-yr study in North Carolina investigated two wetland systems that treated swine lagoon wastewater. Wetland System 1 was planted to a Schoenoplectus americanus (Pers.) Volkart ex Schinz & R. Keller, S. tabernaemontani (K.C. Gmel.) Palla, Scirpus cyperinus (L.) Kunth, and Juncus effusus L. plant community, and Wetland System 2 was planted to a Typha angustifolia L., T. latifolia L., and Sparganium americanum Nutt. plant community. Nitrogen loading rates were increased annually from 0.6 to 2.7 g m -2 d -1 . Soils were analyzed for total N annually. Surface-pore water was sampled with equilibrators and analyzed for NH + 4 -N. Although the total N accumulation significantly increased with time in both systems, total soil N accumulation by depth did not differ significantly between systems. Distribution profiles in the surface-pore water column showed that NH + 4 -N was transported upward into surface water at N loading rates from 1.2 to 2.7 g m -2 d -1 . As total N loading rates increased annually in both wetland systems, soil pore water had higher levels of NH + 4 -N but N removal efficiency of the wetlands sharply decreased. Accumulation of high levels of NH + 4 -N (>200 mg L -1 ) in soil pore water could negatively affect long-term ability of wetland systems to treat wastewater with high N levels.}, number={6}, journal={Soil Science Society of America Journal}, author={Szogi, A. A. and Hunt, P. G. and Humenik, F. J.}, year={2003}, pages={1943–1951} } @article{szogi_hunt_humenik_2000, title={Treatment of swine wastewater using a saturated-soil-culture soybean and flooded rice system}, volume={43}, DOI={10.13031/2013.2708}, abstractNote={Constructed wetlands have potential for treatment of livestock wastewater, but they generally contain wetland plants rather than agronomic crops. We evaluated two agronomic crops, saturated-soil-culture (SSC) soybean and flooded rice, in a constructed wetland system used for swine wastewater treatment. Both crop production and treatment efficiency were evaluated from 1993 to 1996 in two 4-m ×33.5-m constructed wetland cells that were connected in series. The first cell contained SSC soybean — four cultivars planted in a randomized complete block design with four replications. Flooded rice ‘Maybelle’ was planted in the second cell. From the first to fourth year, wastewater application rates were gradually increased to obtain rates of 2.0 to 8.8 and 0.5 to 2.2 kg ha –1 d –1 for total N and P, respectively. The best soybean grain and dry matter yields were 4.0 and 9.1 Mg ha –1 , respectively. These were obtained with soybean ‘Young’ at the lowest wastewater application rate. Increasing total N loading rates and the associated higher NH 4 -N concentrations depressed soybean seed yield and dry matter production. On the other hand, both rice grain and dry matter production were stable over the application range; mean values were 4.0 and 10.9 Mg ha –1 , respectively. Nutrient mass reductions were good; removal values increased linearly with loading rates (y = 0.69N load + 0.45 , R 2 = 0.99 and y = 0.45P load + 0.20, R 2 = 0.95). At the highest loading rate, the system removed 751 and 156 kg ha –1 yr –1 N and P, respectively. It appears that the SSC soybean and flooded rice system could be useful for liquid manure management in confined livestock production. The system produced comparable treatment to systems with natural wetland plants; moreover, the soybean and rice are marketable crops. However, the flooded rice seems to be the more robust component for high wastewater application rates.}, number={2}, journal={Transactions of the ASAE}, author={Szogi, A. A. and Hunt, P. G. and Humenik, F. J.}, year={2000}, pages={327–335} } @article{hunt_stone_humenik_matheny_johnson_1999, title={In-stream wetland mitigation of nitrogen contamination in a USA coastal plain stream}, volume={28}, ISSN={["0047-2425"]}, DOI={10.2134/jeq1999.00472425002800010030x}, abstractNote={Nonpoint source N from riverine origin is a major water quality problem throughout the world. Nitrogen removal from a contaminated (6.6 mg L -1 , NO 3 -N) stream was evaluated in this study using an in-stream wetland (ISW). The ISW was established at the exit of a 425-ha USDA Water Quality Demonstration watershed in the Coastal Plain of North Carolina. It ranged in depth from about 0.2 to 2 m, and it was <1% (3.3 ha) the size of the watershed. The ISW dramatically lowered mean stream NO 3 -N from 6.6 to 2.0 mg L 1 . Nitrate-N mass removal was highly correlated to inflow NO 3 -N (r = 0.93) in the warmer months when biological processes were more active. Ammonia-N mass removal was opposite that of NO 3 -N. It was highly correlated to inflow NH 3 -N (r = 0.81) during the cooler months. Removal of both NO 3 -N and total-N (NO 3 -N + TKN) were positively correlated to temperature with r values of 0.77 and 0.62, respectively. Total annual N removal for the ISW was approximately 3 kg ha -1 d -1 , which was about 37% of the inflow N. The ISWs appear to be very good landscape features for mitigating excess nonpoint source N in the southeastern Coastal Plain of the USA. As such, they are a good complement to other best management practices for improved water quality.}, number={1}, journal={JOURNAL OF ENVIRONMENTAL QUALITY}, author={Hunt, PG and Stone, KC and Humenik, FJ and Matheny, TA and Johnson, MH}, year={1999}, pages={249–256} } @article{humenik_szogi_hunt_broome_rice_1999, title={Wastewater utilization: A place for managed wetlands - Review}, volume={12}, ISSN={["1011-2367"]}, DOI={10.5713/ajas.1999.629}, abstractNote={Con~mlctcd wc:~laI1~ arc: being \I~c: