Field test of a cross-injection scheme for stimulating in situ denitrification near a municipal water supply well

被引:25
作者
Gierczak, R.
Devlin, J. F.
Rudolph, D. L.
机构
[1] Univ Kansas, Dept Geol, Lawrence, KS 66045 USA
[2] Univ Waterloo, Dept Earth Sci, Waterloo, ON N2L 3G1, Canada
基金
美国国家科学基金会; 加拿大自然科学与工程研究理事会;
关键词
nitrate; denitrification; remediation; water quality; nutrient injection wall; cross-injection scheme; water supply; LONG-TERM PERFORMANCE; INDUSTRIAL WASTE-WATER; DRINKING-WATER; GROUNDWATER DENITRIFICATION; BIOLOGICAL DENITRIFICATION; REACTIVE BARRIERS; NITRATE REMOVAL; ELECTRON-DONOR; AQUIFER; WALL;
D O I
10.1016/j.jconhyd.2006.08.001
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
A pilot-scale test of an in situ denitrification scheme was undertaken to assess an adaptation of the nutrient injection wall (NIW) technology for treating a deep (30-40 m) nitrate contamination problem (N-NO3-similar to 10- mg/L). The adaptation is called the Cross-Injection Scheme (CIS). It duplicates the NIW method without a wall; wells are installed and operated directly in the aquifer and high-flux zones of the aquifer are preferentially targeted for treatment. The test was conducted on the site of a municipal water supply well field, with the supply well pumping between 15-80 m(3)/h. Acetate was periodically injected into the aquifer between an injection-extraction well pair positioned across the normal direction of flow. The injected pulses were then permitted to move with the water toward the municipal wells, providing a carbon supply to drive the desired denitrification. The fate of nitrate, nitrite, acetate and sulphate were monitored at multilevel wells located between the injection location and the municipal wells. The acetate pulsing interval was approximately weekly (9 h injections), so that the system was operating passively 95% of the time. Previous work on the site has established that the highest solute fluxes were associated with a 1-3 m thick zone about 35 m below surface. This zone was found to respond to the acetate additions as a function of the municipal pumping rate and the carbon-to-nitrogen ratio (i.e., determined by the injected acetate concentration). Initially, acetate was injected just below the theoretical stoichiometric requirement for complete denitrification and nitrate disappearance was accompanied by nitrite production. Increasing the C:N ratio (doubling the acetate injection concentration) increased the removal of nitrate and diminished the occurrence of nitrite. Slowing the municipal pumping rate, with a C:N ratio of 1.2-1.6, resulted in complete nitrate attenuation with no nitrite production and no sulfate reduction. The experiment demonstrated that the CIS injection scheme is a viable option for the treatment of nitrate contamination in situ near high-capacity wells. (c) 2006 Elsevier B.V. All rights reserved.
引用
收藏
页码:48 / 70
页数:23
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