长期服役BAC滤池的有机物去除效能与运行优化

张可佳, 赖浩林, 岑程, 周沛璇, 张孝洪, 傅舟跃

raybet体育在线 院报 ›› 2025, Vol. 42 ›› Issue (4) : 87-96.

PDF(9058 KB)
PDF(9058 KB)
raybet体育在线 院报 ›› 2025, Vol. 42 ›› Issue (4) : 87-96. DOI: 10.11988/ckyyb.20240044
水环境与水生态

长期服役BAC滤池的有机物去除效能与运行优化

作者信息 +

Organic Compounds Removal Efficiency and Operational Performance Optimization of Long-Term In-Service BAC Filter

Author information +
文章历史 +

摘要

生物活性炭(BAC)滤池长期服役存在有机物去除效能下降甚至失效的风险。为了探究长期服役BAC滤池的有机物去除效能并提出针对性的运行优化方案,选取了Z市LC水厂服役12 a的BAC滤池作为研究对象,采用总有机碳(Total Organic Carbon,TOC)去除效果对其运行性能进行分析,并从臭氧(Ozone,O3)投加量和反冲洗方式等角度探究优化方案。结果表明:LC水厂对于有机物的去除效果存在较大波动,失效的风险较高。生物降解是长期服役BAC滤池去除有机物的主要机制,其贡献率为67%,而吸附作用的贡献率仅为33%;当O3投加量为0.36~0.52 mg O3/mg TOC时,LC水厂BAC滤池的运行性能较优,过低、过高的O3投加量均不利于长期服役BAC滤池运行性能的提高;LC水厂表层和中上层BAC在反冲洗前均存在出水TOC升高的现象,使用含0.5 mg/L有效氯的水进行反冲洗有助于改善长期服役BAC滤池的运行性能。

Abstract

Biological activated carbon (BAC) filters that have been in service for an extended period (over 7 years) may encounter a decline or even a complete loss in the removal efficiency of organic compounds. To investigate the removal efficiency of organic compounds in long-serving BAC filters and propose targeted operational optimization strategies, we selected a 12-year-old BAC filter at the LC water treatment plant (WTP) in City Z as our research subject. We analyzed its operational performance by evaluating the total organic carbon (TOC) removal efficiency and explored optimization strategies from the aspects of ozone (O3) dosage and backwashing methods. The results revealed that the LC WTP experienced significant fluctuations in the organic compound removal efficiency, with a high risk of ineffectiveness. Biodegradation is the primary mechanism for organic compound removal in long-serving BAC filters, accounting for approximately 67%, while adsorption only contributes 33%. When the specific O3 dosage ranged from 0.36 to 0.52 mg O3/mg TOC, the BAC filter at the LC WTP performed relatively well. Either too low or too high O3 dosage was unfavorable for enhancing the performance of long-serving BAC filters. At the LC WTP, the TOC levels in the effluent from both the surface and upper layers of the BAC filter increased before backwashing. Backwashing with water containing 0.5 mg/L of effective chlorine can improve the performance of long-serving BAC filters.

关键词

生物活性炭滤池 / 长期服役 / 有机物 / 去除效能 / 总有机碳 / 臭氧投加量 / 反冲洗方式 / 运行性能 / 优化方案

Key words

BAC filter / long-term in-service / organic compounds / removal efficiency / total organic carbon / O3 dosage / backwashing methods / operational performance / optimization scheme

引用本文

导出引用
张可佳, 赖浩林, 岑程, . 长期服役BAC滤池的有机物去除效能与运行优化[J]. raybet体育在线 院报. 2025, 42(4): 87-96 https://doi.org/10.11988/ckyyb.20240044
ZHANG Ke-jia, LAI Hao-lin, CEN Cheng, et al. Organic Compounds Removal Efficiency and Operational Performance Optimization of Long-Term In-Service BAC Filter[J]. Journal of Changjiang River Scientific Research Institute. 2025, 42(4): 87-96 https://doi.org/10.11988/ckyyb.20240044
中图分类号: TU991 (给水工程(上水道工程})   

参考文献

[1]
朱建文. 杭州主城区饮用水深度处理的发展与实践[J]. 净水技术, 2022, 41(2):168-173.
(ZHU Jian-wen. Development and Practice of Advanced Treatment for Drinking Water in Main Urban Area of Hangzhou[J]. Water Purification Technology, 2022, 41(2):168-173.) (in Chinese)
[2]
徐飚, 孙海平, 张刚, 等. 嘉兴饮用水处理技术的发展与回顾[J]. 中国给水排水, 2021, 37(2): 7-11.
(XU Biao, SUAN Hai-ping, ZHANG Gang, et al. Development and Review of Drinking Water Treatment Technology in Jiaxing[J]. China Water & Wastewater, 2021, 37(2): 7-11.) (in Chinese)
[3]
沈恺乐, 邓慧萍, 沈冠杰. 浙江省某水厂臭氧活性炭深度处理工艺运行效果分析[J]. 给水排水, 2021, 57(7):26-31.
(SHEN Kai-yue, DENG Hui-ping, SHEN Guan-jie. Operation Effect Analysis of Ozone Biological Activated Carbon Advanced Treatment Process in a Water Plant in Zhejiang Province[J]. Water & Wastewater Engineering, 2021, 57(7):26-31.) (in Chinese)
[4]
KOROTTA-GAMAGE S M, SATHASIVAN A. A Review: Potential and Challenges of Biologically Activated Carbon to Remove Natural Organic Matter in Drinking Water Purification Process[J]. Chemosphere, 2017,167:120-138.
[5]
王雅茹, 崔小东, 王薪淯. 臭氧-生物活性炭技术在水深度处理中的应用进展[J]. 河南化工, 2020, 37(6): 4-6.
(WANG Ya-ru, CUI Xiao-dong, WANG Xin-yu. Application Progress of Ozone-biological Activated Carbon Technology in Deep Water Treatment[J]. Henan Chemical Industry, 2020, 37(6): 4-6.) (in Chinese)
[6]
肖倩. 长期运行生物活性炭滤池滤料性能变化与失效因素分析[D]. 哈尔滨: 哈尔滨工业大学, 2015: 1-6.
(XIAO Qian. Analysis of Performance Change and Failure Factors of Biological Activated Carbon Filter Media in Long-term Operation[D]. Harbin: Harbin Institute of Technology, 2015: 1-6.) (in Chinese)
[7]
钱勇, 张雪, 蒋福春, 等. 太湖水源水厂臭氧-生物活性炭工艺长期运行净化效能变化研究[J]. 给水排水, 2022, 48(11): 9-16.
(QIAN Yong, ZHANG Xue, JIANG Fu-chun, et al. Evaluation of Long-term Operation Efficiency of Ozone-biological Activated Carbon Process in Drinking Water Treatment Plants with Taihu Lake as Water Source[J]. Water &Wastewater Engineering, 2022, 48(11): 9-16.) (in Chinese)
[8]
张孝洪, 赖浩林, 张可佳, 等. 长期运行的生物活性炭池失效风险评价[J]. 净水技术, 2022, 41(12): 54-64, 70.
(ZHANG Xiao-hong, LAI Hao-lin, ZHANG Ke-jia, et al. Failure Risk Evaluation of Long-term Operation for BAC Filter[J]. Water Purification Technology, 2022, 41(12): 54-64, 70.) (in Chinese)
[9]
张立辉, 滕小沛, 霍宗利, 等. 家用水质处理器加标试验中总有机碳与化学耗氧量的相关性[J]. 环境与健康杂志, 2017, 34(8): 708-710.
(ZHANG Li-hui, TENG Xiao-pei, HUO Zong-li, et al. Correlation between TOC and CODMn in Spike Experiment for Home Water Treatment Devices[J]. Journal of Environment and Health, 2017, 34(8): 708-710.) (in Chinese)
[10]
GIMBEL R, GRAHAM N, COLLINS M R. Recent Progress in Slow Sand and Alternative Biofiltration Processes[J]. Water Intelligence Online, 2006, 5: 9781780402451.
[11]
BASU O D, DHAWAN S, BLACK K. Applications of Biofiltration in Drinking Water Treatment-A Review[J]. Journal of Chemical Technology & Biotechnology, 2016, 91(3): 585-595.
[12]
LOHWACHARIN J, PHETRAK A, TAKIZAWA S, et al. Bacterial Growth during the Start-up Period of Pilot-scale Biological Activated Carbon Filters: Effects of Residual Ozone and Chlorine and Backwash Intervals[J]. Process Biochemistry, 2015, 50(10): 1640-1647.
[13]
MOONA N, HOLMES A, WÜNSCH U J, et al. Full-scale Manipulation of the Empty Bed Contact Time to Optimize Dissolved Organic Matter Removal by Drinking Water Biofilters[J]. ACS ES & T Water, 2021, 1(5): 1117-1126.
[14]
RATTIER M, REUNGOAT J, GERNJAK W, et al. Organic Micropollutant Removal by Biological Activated Carbon Filtration: A Review[R]. Queensland: Urban Water Security Research Alliance, 2012.
[15]
NIU J, KASUGA I, KURISU F, et al. Effects of Backwashing on Granular Activated Carbon with Ammonium Removal Potential in a Full-scale Drinking Water Purification Plant[J]. Water, 2018, 10(12): 1830.
[16]
LIU S T, YANG H W, LIU W J, et al. Evaluation of Backwash Strategies on Biologically Active Carbon Filters by Using Chloroacetic Acids as Indicator Chemicals[J]. Process Biochemistry, 2016, 51(7): 886-894.
[17]
DE VERA G A, LAUDERDALE C, ALITO C L, et al. Using Upstream Oxidants to Minimize Surface Biofouling and Improve Hydraulic Performance in GAC Biofilters[J]. Water Research, 2019, 148: 526-534.
The combination of biological growth and particle loading can adversely affect hydraulic performance in drinking water biofilters. In this study, upstream oxidant addition was used to distribute biologically-derived filter clogging in granular activated carbon (GAC) biofilters. Oxidant penetration was assessed during pilot-scale operation and backwashing of dual media (GAC/sand) and multimedia (GAC/anthracite/sand) biofilters. Influent chlorine (HOCl), monochloramine (NHCl), and hydrogen peroxide (HO) residuals were optimized to react with the GAC surface in the upper portion of the filter media bed (depth < 0.5 m) to attenuate biomass development. As the oxidant residual was quenched by surface-mediated reaction with the filter media, biomass growth was promoted deeper in the filter bed (depth > 0.5 m). The oxidant-induced effects on biomass and hydraulic performance were monitored through measurements of adenosine triphosphate (ATP) and head loss accumulation at different media depths. Addition of oxidants (e.g., 0.6 mg Cl/L HOCl) could decrease terminal head loss by 20% in dual media filters and 40% in multimedia filters. These hydraulic benefits were achieved without significantly affecting removal of assimilable organic carbon (AOC), total organic carbon (TOC), turbidity, and particle counts. Oxidant type, residual concentration, media type, media age, and media depth influenced the passage of oxidant residuals and distribution of filter biomass. When oxidants were added during backwashing, oxidant residual was quenched through the bed depth from a combination of reactions with GAC media and biofilm degradation. This attenuation of residual oxidant may prevent the oxidant residual from penetrating the entire bed depth, potentially compromising backwashing objectives.Copyright © 2018 The Authors. Published by Elsevier Ltd.. All rights reserved.
[18]
CHEN W, WESTERHOFF P, LEENHEER J A, et al. Fluorescence Excitation-Emission Matrix Regional Integration to Quantify Spectra for Dissolved Organic Matter[J]. Environmental Science & Technology, 2003, 37(24): 5701-5710.
[19]
YUAN J, SAFARI A, LUGO P, et al. Micropollutant Mass Transfer Zones in Granular Activated Carbon Contactors[J]. ACS ES & T Water, 2021, 1(7): 1608-1616.
[20]
WANG F, PAN J, HU Y, et al. Effects of Biological Activated Carbon Filter Running Time on Disinfection By-product Precursor Removal[J]. Science of the Total Environment, 2022, 838: 155936.
[21]
YUAN J, PASSEPORT E, HOFMANN R. Understanding Adsorption and Biodegradation in Granular Activated Carbon for Drinking Water Treatment: a Critical Review[J]. Water Research, 2022, 210: 118026.
[22]
YUAN J, FOX F, CROWE G, et al. Is In-service Granular Activated Carbon Biologically Active? An Evaluation of Alternative Experimental Methods to Distinguish Adsorption and Biodegradation in GAC[J]. Environmental Science & Technology, 2022, 56(22): 16125-16133.
[23]
SHARAF A, LIU Y. Mechanisms and Kinetics of Greywater Treatment Using Biologically Active Granular Activated Carbon[J]. Chemosphere, 2021, 263: 128113.
[24]
郭晓鸣. 水库水中典型嗅味物质的水厂工艺控制技术研究[D]. 哈尔滨: 哈尔滨工业大学, 2017: 13-16.
(GUO Xiao-ming. Study on Process Control Technology of Typical Odor Substances in Reservoir Water in Waterworks[D].Harbin: Harbin Institute of Technology, 2017: 13-16.) (in Chinese)
[25]
LEE Y, GERRITY D, LEE M, et al. Prediction of Micropollutant Elimination during Ozonation of Municipal Wastewater Effluents: Use of Kinetic and Water Specific Information[J]. Environmental Science & Technology, 2013, 47(11): 5872-5881.
[26]
董秉直, 秦潇, 李甜, 等. 生物活性炭长期运行的水质变化特征[J]. 给水排水, 2021, 47(6): 16-23.
(DONG Bing-zhi, QIN Xiao, LI Tian, et al. Variation of Water Quality of Biological Activated Carbon for a Long Times Operation[J]. Water & Wastewater Engineering, 2021, 47(6): 16-23.) (in Chinese)
[27]
YUAN J, MORTAZAVIAN S, CROWE G, et al. Evaluating the Relative Adsorption and Biodegradation of 2-methylisoborneol and Geosmin across Granular Activated Carbon Filter-adsorbers[J]. Water Research, 2022, 215: 118239.
[28]
GREENSTEIN K E, LEW J, DICKENSON E R V, et al. Investigation of Biotransformation, Sorption, and Desorption of Multiple Chemical Contaminants in Pilot-scale Drinking Water Biofilters[J]. Chemosphere, 2018, 200: 248-256.
The evolving demands of drinking water treatment necessitate processes capable of removing a diverse suite of contaminants. Biofiltration can employ biotransformation and sorption to remove various classes of chemicals from water. Here, pilot-scale virgin anthracite-sand and previously used biological activated carbon (BAC)-sand dual media filters were operated for ∼250 days to assess removals of 0.4 mg/L ammonia as nitrogen, 50-140 μg/L manganese, and ∼100 ng/L each of trace organic compounds (TOrCs) spiked into pre-ozonated Colorado River water. Anthracite achieved complete nitrification within 200 days and started removing ibuprofen at 85 days. Limited manganese (10%) removal occurred. In contrast, BAC completely nitrified ammonia within 113 days, removed all manganese at 43 days, and exhibited steady state removal of most TOrCs by 140 days. However, during the first 140 days, removal of caffeine, DEET, gemfibrozil, naproxen, and trimethoprim decreased, suggesting a shift from sorption to biotransformation. Acetaminophen and sulfamethoxazole were removed at consistent levels, with complete removal of acetaminophen achieved throughout the study; ibuprofen removal increased with time. When subjected to elevated (1 μg/L) concentrations of TOrCs, BAC removed larger masses of chemicals; with a subsequent decrease and ultimate cease in the TOrCs spike, caffeine, DEET, gemfibrozil, and trimethoprim notably desorbed. By the end of operation, anthracite and BAC exhibited equivalent quantities of biomass measured as adenosine triphosphate, but BAC harbored greater microbial diversity (examined with 16S rRNA sequencing). Improved insight was gained regarding concurrent biotransformation, sorption, and desorption of multiple organic and inorganic contaminants in pilot-scale drinking water biofilters.Copyright © 2018 The Authors. Published by Elsevier Ltd.. All rights reserved.
[29]
王昊宇. 臭氧氧化工艺对饮用水中溴代消毒副产物生成的影响[D]. 北京: 清华大学, 2013.
(WANG Hao-yu. Effect of Ozone Oxidation Process on the Formation of Bromine Disinfection by Products in Drinking Water[D]. Beijing: Tsinghua University, 2013.) (in Chinese)
[30]
SIDDIQUI M S, AMY G L, MURPHY B D. Ozone Enhanced Removal of Natural Organic Matter from Drinking Water Sources[J]. Water Research, 1997, 31(12): 3098-3106.
[31]
刘宝明, 王夕希, 张晓夏, 等. 臭氧对生物活性炭中微生物及出水消毒副产物的影响[J]. 环境科学, 2020, 41(1): 253-261.
(LIU Bao-ming, WANG Xi-xi, ZHANG Xiao-xia, et al. Effect of Ozonation on Microorganism in the Biological Activated Carbon and Disinfection By-products in the Effluent[J]. Environmental Science, 2020, 41(1): 253-261.) (in Chinese)
[32]
PELEATO N M, SIDHU B S, LEGGE R L, et al. Investigation of Ozone and Peroxone Impacts on Natural Organic Matter Character and Biofiltration Performance Using Fluorescence Spectroscopy[J]. Chemosphere, 2017, 172: 225-233.
Impacts of ozonation alone as well as an advanced oxidation process of ozone plus hydrogen peroxide (HO + O) on organic matter prior to and following biofiltration were studied at pilot-scale. Three biofilters were operated in parallel to assess the effects of varying pre-treatment types and dosages. Conventionally treated water (coagulation/flocculation/sedimentation) was fed to one control biofilter, while the remaining two received water with varying applied doses of O or HO + O. Changes in organic matter were characterized using parallel factors analysis (PARAFAC) and fluorescence peak shifts. Intensities of all PARAFAC components were reduced by pre-oxidation, however, individual humic-like components were observed to be impacted to varying degrees upon exposure to O or HO + O. While the control biofilter uniformly reduced fluorescence of all PARAFAC components, three of the humic-like components were produced by biofiltration only when pre-oxidation was applied. A fluorescence red shift, which occurred with the application of O or HO + O, was attributed to a relative increase in carbonyl-containing components based on previously reported results. A subsequent blue shift in fluorescence caused by biofiltration which received pre-oxidized water indicated that biological treatment readily utilized organics produced by pre-oxidation. The results provide an understanding as to the impacts of organic matter character and pre-oxidation on biofiltration efficiency for organic matter removal.Copyright © 2017 Elsevier Ltd. All rights reserved.
[33]
WANG Q, YOU W, LI X, et al. Seasonal Changes in the Invertebrate Community of Granular Activated Carbon Filters and Control Technologies[J]. Water Research, 2014, 51: 216-227.
Invertebrate colonization of granular activated carbon (GAC) filters in the waterworks is one of the most frequently occurring and least studied biological problems of water processing in China. A survey of invertebrate colonization of GAC filters was carried out weekly from October 2010 to December 2011 at a reservoir water treatment works in South China. Twenty-six kinds of invertebrates were observed. The abundance was as high as 5600ind.m(-3) with a mean of 860ind.m(-3). Large variations in abundance were observed among different seasons and before and after GAC filtration. The dominant organisms were rotifers and copepods. The average invertebrate abundance in the filtrate was 12-18.7 times of that in the pre-filtered water. Results showed that the GAC filters were colonized by invertebrates which may lead to a higher output of organisms in the filtrate than in the pre-filtered water. The invertebrate abundance in the GAC filters was statistically correlated with the water temperature. Seasonal patterns were observed. The invertebrate abundance grew faster in the spring and summer. Copepods were dominant in the summer while rotifers dominated in all other seasons of the year. There was a transition of small invertebrates (rotifers) gradually being substituted by larger invertebrates (copepods) from spring to summer. Control measures such as backwashing with chloric water, drying filter beds and soaking with saliferous water were implemented in the waterworks to reduce invertebrate abundances in the GAC filters. The results showed that soaking with saliferous water (99%, reduction in percent) was best but drying the filter beds (84%) was more economical. Soaking filter beds with 20g/L saliferous water for one day can be implemented in case of emergency. In order to keep invertebrate abundance in the acceptable range, some of these measures should be adopted. Copyright © 2013 Elsevier Ltd. All rights reserved.
[34]
刘世婷. 消毒剂反冲洗对活性炭滤池有机物降解及微生物影响[D]. 北京: 清华大学, 2019: 16-23.
(LIU Shi-ting. Effect of Disinfectant Backwashing on Organic Matter Degradation and Microorganism in Activated Carbon Filter[D]. Beijing: Tsinghua University, 2019: 16-23.) (in Chinese)
[35]
SIMPSON D R. Biofilm Processes in Biologically Active Carbon Water Purification[J]. Water Research, 2008, 42(12): 2839-2848.
This review paper serves to describe the composition and activity of a biologically active carbon (BAC) biofilm used in water purification. An analysis of several physical-chemical, biochemical and microbiological methods (indicators) used to characterize the BAC biofilm's composition and activity is provided. As well, the ability of the biofilm to remove and biodegrade waterborne organic substances and pollutants will be reviewed, with context to other industrial processes such as pre-ozonation and post-membrane filtration. Strategies to control the growth of the BAC biofilm, such as varying the nutrient loading rate, manipulating influent DO and pH levels, altering the frequency of BAC filter backwashing and applying oxidative disinfection, will be described in detail along with their respective process control challenges.

基金

浙江省自然科学基金项目(LR24E080003)
国家重点研发计划项目(2022YFC3203601)

责任编辑: 刘运飞
PDF(9058 KB)

Accesses

Citation

Detail

段落导航
相关文章

/

Baidu
map