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Stimulating In Situ Hydrogenotrophic Denitrification with Membrane-Delivered Hydrogen under Passive and Pumped Groundwater Conditions
Authors:Brian P. Chaplin  Matthew R. Schnobrich  Mark A. Widdowson  Michael J. Semmens  Paige J. Novak
Affiliation:1Research Associate, The Dept. of Chemical and Environmental Engineering, Univ. of Arizona, 1133 E. James E. Rogers Way, Tucson, AZ 85721.
2Project Engineer, ARCADIS G&M, Inc., 6 Terry Drive, Suite 300, Newton, PA 18940.
3Professor, The Dept. of Civil and Environmental Engineering, Virginia Tech Univ., Patton Hall 220A, Blacksburg, VA 24061.
4Professor, The Dept. of Civil Engineering, Univ. of Minnesota, 122 Civil Engineering Building, 500 Pillsbury Dr. S.E., Minneapolis, MN 55455.
5Associate Professor, The Dept. of Civil Engineering, Univ. of Minnesota, 122 Civil Engineering Building, 500 Pillsbury Dr. S.E., Minneapolis, MN 55455 (corresponding author). E-mail: novak010@umn.edu
Abstract:A technology was developed to stimulate autotrophic biological denitrification by supplying hydrogen (H2) to groundwater via gas-permeable membranes. The purpose of this project was to investigate this technology at field scale, determining whether it could be successfully scaled up from the laboratory. The field site was located in Becker, Minnesota and contained high levels of NO3? (22.8±2.0?mg/L-N) and dissolved oxygen (DO) (7±1?mg/L). Membranes installed in groundwater wells were successful in delivering H2 to the groundwater over the two-year operating period. Hydrogen stimulated microbial reduction of DO and NO3?, degrading up to 6 mg/L DO and converting up to 10.0 mg/L NO3?-N to NO2?-N when operated passively. When recirculation pumps were installed performance in the field did not improve significantly because of mixing with more oxygenated water. However, complementary modeling studies showed that complete DO reduction and denitrification to N2 was possible but the zone of influence and total H2 demand were limiting factors. Water was recirculated in the field from downgradient to upgradient membrane-containing wells to increase the H2 delivery through the membrane by an increase in water velocity. The depth to groundwater ( ~ 13.7?m) caused some water reoxygenation during recirculation, which may preclude the use of this technology at deep sites, as this makes it more difficult to install sufficient wells and control recirculation.
Keywords:Denitrification  Hydrogen  Membranes  Groundwater  Simulation  Biological treatment  
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