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一种用于刺激市政供水井附近原位反硝化的交叉注入方案的现场试验。

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

作者信息

Gierczak R, Devlin J F, Rudolph D L

机构信息

Dept of Earth Science, University of Waterloo, Waterloo, Ontario, Canada.

出版信息

J Contam Hydrol. 2007 Jan 5;89(1-2):48-70. doi: 10.1016/j.jconhyd.2006.08.001. Epub 2006 Sep 26.

Abstract

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-NO(-)(3) ~ 10-12 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.

摘要

开展了一项原位反硝化方案的中试规模试验,以评估营养物注入墙(NIW)技术的一种改良方法,用于处理深层(30 - 40米)硝酸盐污染问题(N - NO₃⁻约10 - 12毫克/升)。这种改良方法称为交叉注入方案(CIS)。它在没有墙的情况下重复了NIW方法;直接在含水层中安装并运行井,优先针对含水层的高通量区域进行处理。试验在一个市政供水井场进行,供水井的抽水量为15 - 80立方米/小时。在垂直于正常水流方向设置的一对注入 - 抽水井之间,定期向含水层注入醋酸盐。然后让注入的脉冲随着水流向市政井移动,提供碳源以驱动所需的反硝化作用。在位于注入位置和市政井之间的多层井中监测硝酸盐、亚硝酸盐、醋酸盐和硫酸盐的去向。醋酸盐脉冲注入间隔约为每周一次(9小时注入),因此该系统95%的时间处于被动运行状态。此前在该场地的工作已确定,最高溶质通量与地表以下约35米处1 - 3米厚的区域相关。发现该区域对醋酸盐添加的响应与市政抽水速率和碳氮比有关(即由注入的醋酸盐浓度决定)。最初,注入的醋酸盐略低于完全反硝化所需的理论化学计量要求,硝酸盐消失伴随着亚硝酸盐的产生。提高碳氮比(将醋酸盐注入浓度加倍)增加了硝酸盐的去除量,并减少了亚硝酸盐的产生。在碳氮比为1.2 - 1.6的情况下,降低市政抽水速率导致硝酸盐完全衰减,没有亚硝酸盐产生,也没有硫酸盐还原。该实验表明,CIS注入方案是处理高容量井附近原位硝酸盐污染的可行选择。

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