Heterogeneous Nitrification in a Full-Scale Rapid Sand Filter Treating Groundwater
Publication: Journal of Environmental Engineering
Volume 139, Issue 3
Abstract
Experiments were conducted to determine ammonium removal kinetics in an operating biologically active sand filter at a waterworks treating anaerobic groundwater. The ammonium load varied between (concentration ranged from ), and the inlet water flux varied between . Ammonium profiles and salt breakthrough curves were obtained in four different locations of the filter six times during two filter runs. The experiments show that the nitrification in the rapid sand filter was heterogeneous. The ammonium profiles exhibited variation in time and in space, vertically and laterally within the filter. The nitrification rate constants were calculated by using the ammonium profiles and the local pore velocity data obtained from the breakthrough curves. The local pore velocities were estimated to vary from . The nitrification rate constants varied randomly in time, and it was not possible to determine a clear order of the nitrification reaction. The average zero-order nitrification rate constant was , and the average first-order nitrification rate constant was with an average ammonium load. The first-order nitrification rate constant was closely related to the water pore velocity, which implies that the rate is strongly determined by the resistance to mass transport in the diffusion boundary layer around the sand grains.
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Acknowledgments
This study was supported in part by Grontmij|CarlBro and the Urban Water Tech Research School at DTU. The authors acknowledge the support of the Municipality of Gentofte and, in particular, the employees from Sjælsø waterworks who allowed the authors to perform the experiments in the rapid sand filters and provided the necessary operating data.
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© 2013 American Society of Civil Engineers.
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Received: Apr 20, 2011
Accepted: Sep 10, 2012
Published online: Sep 12, 2012
Published in print: Mar 1, 2013
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