Nitrification Modeling in Pilot-Scale Chloraminated Drinking Water Distribution Systems |
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Authors: | Jian Yang Gregory W Harrington Daniel R Noguera |
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Affiliation: | 1Project Engineer, Earth Tech Inc., 200 Indiana Ave., Stevens Point, WI 54481 (corresponding author). E-mail: jian.yang@earthtech.com 2Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Wisconsin-Madison, Madison, WI 53706. E-mail: gwharrin@facstaff.wisc.edu 3Professor, Dept. of Civil and Environmental Engineering, Univ. of Wisconsin-Madison, Madison, Madison WI 53706. E-mail: noguera@engr.wisc.edu
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Abstract: | A suspended growth nitrification model was developed to describe nitrification dynamics in terms of chloramine, ammonia, nitrite, nitrate, and nitrifying bacteria concentrations in pilot-scale chloraminated drinking water systems. The model provided a semimechanistic base to study the regrowth and persistence of nitrifiers in chloraminated distribution systems. Results showed that the developed suspended growth model, without a biofilm nitrification component, was able to simulate and predict nitrification episodes in the pilot-scale systems. In the restricted low nutrient drinking water environment, growth kinetic parameters for nitrifiers were estimated to be significantly lower than ranges reported in the literature. The maximum specific growth rate and ammonia half-saturation constant for ammonia oxidizing bacteria were estimated to be 0.46?day?1and 0.023?mg NH3–N/L, respectively. In addition, an estimated reaction rate of 70±32?L/(mg?HPC?day) between chloramines and soluble microbial products suggests that heterotrophic growth can be a significant contributor to chloramine decay in some chloraminated distribution systems. |
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Keywords: | Water distribution systems Nitrification Mathematical models Regression analysis Bacteria Disinfection Water treatment Drinking water |
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