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固定床生物法去除高氯酸盐对运行条件和水质特征变化的敏感性。

The sensitivity of fixed-bed biological perchlorate removal to changes in operating conditions and water quality characteristics.

作者信息

Brown Jess C, Snoeyink Vernon L, Raskin Lutgarde, Lin Richard

机构信息

Department of Civil and Environmental Engineering, University of Illinois at Urbana-Champaign, Urbana, IL 61801, USA.

出版信息

Water Res. 2003 Jan;37(1):206-14. doi: 10.1016/s0043-1354(02)00243-9.

Abstract

Flow rate, electron donor addition, and biomass control were evaluated in order to optimize perchlorate (ClO4-) removal from drinking water using biologically active carbon (BAC) filtration. Influent dissolved oxygen (DO) was lowered from ambient conditions to approximately 2.5 mg/L for all experiments using a nitrogen sparge. When influent nitrate concentration was 0-2.0 mg/L, 1.6-2.8 mg/L as carbon of acetate or ethanol was required to achieve and sustain the complete removal of 50 microg/L perchlorate in a BAC filter. Most or all of the exogenous acetate and ethanol was removed during biofiltration. When a 72-h electron donor feed failure was simulated, a maximum perchlorate breakthrough of 18 microg/L was observed and, once electron donor was reapplied, 9 days were required to reestablish complete perchlorate removal. During a 24-h electron donor feed failure simulation, the maximum effluent perchlorate concentration detected was 6.7 microg/L. Within 24 h of reactivating the electron donor, the filter regained its capacity to consistently remove 50 microg/L perchlorate to below detection. Although biomass growth diminished the filter's ability to consistently remove perchlorate, a cleaning procedure immediately restored stable, complete perchlorate removal. This cleaning procedure was required approximately every 50 days (4800 bed volumes) when influent DO concentration was 2.5 mg/L. Empty-bed contact time (EBCT) experiments showed that 80% perchlorate removal was achieved using a 5-min EBCT, and complete perchlorate removal was observed for an EBCT of 9 min. It was also demonstrated that BAC filtration consistently removed perchlorate to below detection for influent perchlorate concentrations ranging from 10 to 300 microg/L, influent sulfate concentrations between 0 and 220 mg/L, influent pH values of 6.5-9.0, and operating temperatures of 5-22 degrees C.

摘要

为了优化使用生物活性炭(BAC)过滤从饮用水中去除高氯酸盐(ClO4-)的效果,对流速、电子供体添加量和生物量控制进行了评估。在所有实验中,通过氮气鼓泡将进水溶解氧(DO)从环境条件降低至约2.5mg/L。当进水硝酸盐浓度为0-2.0mg/L时,需要1.6-2.8mg/L(以碳计)的乙酸盐或乙醇才能在BAC过滤器中实现并维持50μg/L高氯酸盐的完全去除。生物过滤过程中大部分或全部外源乙酸盐和乙醇被去除。当模拟72小时电子供体进料中断时,观察到高氯酸盐的最大穿透量为18μg/L,一旦重新添加电子供体,需要9天才能重新建立高氯酸盐的完全去除。在模拟24小时电子供体进料中断期间,检测到的最大出水高氯酸盐浓度为6.7μg/L。在重新激活电子供体后的24小时内,过滤器恢复了将50μg/L高氯酸盐持续去除至检测限以下的能力。尽管生物量的增长降低了过滤器持续去除高氯酸盐的能力,但通过清洗程序可立即恢复稳定、完全的高氯酸盐去除效果。当进水DO浓度为2.5mg/L时,大约每50天(4800床体积)需要进行一次此清洗程序。空床接触时间(EBCT)实验表明,使用5分钟的EBCT可实现80%的高氯酸盐去除率,当EBCT为9分钟时可观察到高氯酸盐的完全去除。还证明,对于进水高氯酸盐浓度为10-300μg/L、进水硫酸盐浓度为0-220mg/L、进水pH值为6.5-9.0以及操作温度为5-22℃的情况,BAC过滤可将高氯酸盐持续去除至检测限以下。

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