首页> 外文期刊>Journal of Contaminant Hydrology >Field test of a cross-injection scheme for stimulating in situ denitrification near a municipal water supply well
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Field test of a cross-injection scheme for stimulating in situ denitrification near a municipal water supply well

机译:交叉注水方案刺激市政供水井附近原位反硝化的现场测试

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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.
机译:进行了原位反硝化方案的中试测试,以评估营养液注入壁(NIW)技术对处理深(30-40 m)硝酸盐污染问题(N-NO_3〜-〜10-12 mg / L)。该适配称为交叉注入方案(CIS)。它复制了无墙NIW方法;井直接在含水层中安装和运行,并且优先考虑含水层的高通量区域。该测试在市政供水井场的现场进行,供水井的抽水速度为15-80 m〜3 / h。将醋酸盐定期注入到沿正常流动方向定位的注入-提取井对之间的含水层中。然后使注入的脉冲与水一起向市政井移动,从而提供碳源以驱动所需的反硝化作用。在注入点和市政井之间的多口井中监测硝酸盐,亚硝酸盐,乙酸盐和硫酸盐的去向。醋酸盐脉冲间隔大约为每周一次(9 h进样),因此系统95%的时间被动运行。该现场的先前工作已确定,最高溶质通量与地表以下约35 m的1-3 m厚带有关。发现该区域对乙酸盐添加量的响应取决于市政泵送速率和碳氮比(即,由注入的乙酸盐浓度确定)的函数。最初,注入的乙酸盐刚好低于完全脱硝的理论化学计量要求,硝酸盐的消失伴随着亚硝酸盐的产生。提高C:N比(使乙酸盐注入浓度增加一倍)可增加硝酸盐的去除,并减少亚硝酸盐的发生。以1.2:1.6的C:N比率降低市政抽水速度会导致硝酸盐完全衰减,而不会产生亚硝酸盐且不会减少硫酸盐。实验表明,CIS注入方案是处理大流量井附近原位硝酸盐污染的可行选择。

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