Source Jouranl of CSCD
Source Journal of Chinese Scientific and Technical Papers
Included as T2 Level in the High-Quality Science and Technology Journals in the Field of Environmental Science
Core Journal of RCCSE
Included in the CAS Content Collection
Included in the JST China
Indexed in World Journal Clout Index (WJCI) Report
Volume 42 Issue 9
Sep.  2024
Turn off MathJax
Article Contents
JIA Mengfei, ZHANG Gai, QI Lu, FAN Haitao, WANG Hongchen. RESEARCH ON OPERATIONAL EFFICIENCY AND MECHANISM OF RAPID FILTRATION PROCESS FOR OVERFLOW SEWAGE[J]. ENVIRONMENTAL ENGINEERING , 2024, 42(9): 63-73. doi: 10.13205/j.hjgc.202409006
Citation: JIA Mengfei, ZHANG Gai, QI Lu, FAN Haitao, WANG Hongchen. RESEARCH ON OPERATIONAL EFFICIENCY AND MECHANISM OF RAPID FILTRATION PROCESS FOR OVERFLOW SEWAGE[J]. ENVIRONMENTAL ENGINEERING , 2024, 42(9): 63-73. doi: 10.13205/j.hjgc.202409006

RESEARCH ON OPERATIONAL EFFICIENCY AND MECHANISM OF RAPID FILTRATION PROCESS FOR OVERFLOW SEWAGE

doi: 10.13205/j.hjgc.202409006
  • Received Date: 2024-07-10
    Available Online: 2024-12-02
  • The high density of urban construction in China determines that the treatment of overflow sewage should adopt rapid treatment technology with less land occupation. This study constructs an overflow sewage treatment process with rapid filtration as the core, investigates the influence of factors such as filter material type, filtration speed, and filling amount on the filtration effect, and studies the reasons for the differences in filtration effects of different filtration materials based on material characterization and mechanism analysis. The results showed that both polyester fiber balls and hydrophilic polyurethane sponge exhibited good and stable filtration effects at filtration speeds of 20 m/h and 40 m/h, while polypropylene PP cotton only had good and stable filtration effects at filtration speeds of 20 m/h. Under the condition of a 150% filling amount, all three filter medias showed good filtration effect. The removal of pollutants depends entirely on the removal of suspended solids, therefore filtration performance is equivalent to suspended solids removal performance. In the pilot experiment, polyester fiber balls were used as the main filter material, and under a filtration rate of 40 m/h, the average removal rates of COD and SS were 47.98% and 82.37%, respectively. Provide reference for the application of mature polymer elastic materials as filter material combined with rapid filtration technology in overflow wastewater treatment related research.
  • loading
  • [1]
    BOTTURI A, OZBAYRAM E G, TONDERA K, et al. Combined sewer overflows: a critical review on best practice and innovative solutions to mitigate impacts on environment and human health[J]. Critical Reviews in Environmental Science and Technology, 2021, 51(15): 1585-1618.
    [2]
    PHILLIPS P J, CHALMERS A T, GRAY J L, et al. Combined sewer overflows: an environmental source of hormones and wastewater micropollutants[J]. Environmental Science & Technology, 2012, 46(10): 5336-5343.
    [3]
    史秀芳, 卢亚静, 潘兴瑶, 等. 合流制溢流污染控制技术、管理与政策研究进展[J]. 给水排水, 2020, 56(增刊1): 740-747.
    [4]
    李俊奇, 李小静, 王文亮, 等. 合流制溢流污染的影响及其控制技术发展[J]. 给水排水, 2024, 60(4): 46-53.
    [5]
    PERRY W B, AHMADIAN R, MUNDAY M, et al. Addressing the challenges of combined sewer overflows[J]. Environmental Pollution, 2024, 343: 123225.
    [6]
    CHEN W, WANG W, HUANG G, et al. The capacity of grey infrastructure in urban flood management: a comprehensive analysis of grey infrastructure and the green-grey approach[J]. International Journal of Disaster Risk Reduction, 2021, 54: 102045.
    [7]
    赵泽坤, 车伍, 赵杨, 等. 中美合流制溢流污染控制概要比较[J]. 给水排水, 2018, 54(11): 128-134.
    [8]
    杨正, 赵杨, 车伍, 等. 典型发达国家合流制溢流控制的分析与比较[J]. 中国给水排水, 2020, 36(14): 29-36.
    [9]
    ZHOU J, PANG Y, FU G, et al. A review of urban rainwater harvesting in China[J]. Water Reuse, 2023, 13(1): 1-17.
    [10]
    刘会芳, 田凤瑛, 冯露菲, 等. 中国海绵城市建设的挑战与机遇[J]. 新型城镇化, 2024(4): 77-80.
    [11]
    XU C, LIU Z, CHEN Z, et al. Environmental and economic benefit comparison between coupled grey-green infrastructure system and traditional grey one through a life cycle perspective[J]. Resources, Conservation and Recycling, 2021, 174: 105804.
    [12]
    ALVES A, VOJINOVIC Z, KAPELAN Z, et al. Exploring trade-offs among the multiple benefits of green-blue-grey infrastructure for urban flood mitigation[J]. Science of the Total Environment, 2020, 703: 134980.
    [13]
    刘宇轩, 高雅弘, 王振北, 等. 城镇合流制排水系统溢流污染控制综述[J]. 环境工程, 2023, 41(12): 32-47.
    [14]
    周杨军, 解铭, 薛江儒, 等. 关于合流制排水系统提质增效方法与措施的思考[J]. 中国给水排水, 2021, 37(16): 1-7.
    [15]
    SHEWA W A, DAGNEW M. Revisiting chemically enhanced primary treatment of wastewater: a review[J]. Sustainability, 2020, 12(15): 5928.
    [16]
    TABOADA-SANTOS A, RIVADULLA E, PAREDES L, et al. Comprehensive comparison of chemically enhanced primary treatment and high-rate activated sludge in novel wastewater treatment plant configurations[J]. Water Research, 2020, 169: 115258.
    [17]
    LEE D, MIN K, KANG J H. Performance evaluation and a sizing method for hydrodynamic separators treating urban stormwater runoff[J]. Water science and technology, 2014, 69(10): 2122-2131.
    [18]
    孙巍. CSOs污染特点及核心处理工艺的选择[J]. 给水排水, 2021, 57(增刊1): 138-144.
    [19]
    MOKHTARI F, SHAMSHIRSAZ M, LATIFI M, et al. Compressibility behaviour of warp knitted spacer fabrics based on elastic curved bar theory[J]. Journal of Engineered Fibers and Fabrics, 2011, 6(4): 155892501100600404.
    [20]
    YAO K M, HABIBIAN M T, O'MELIA C R. Water and waste water filtration. Concepts and applications[J]. Environmental Science & Technology, 1971, 5(11): 1105-1112.
    [21]
    BARHATE R, LOONG C K, RAMAKRISHNA S. Preparation and characterization of nanofibrous filtering media[J]. Journal of Membrane Science, 2006, 283(1/2): 209-218.
    [22]
    DU X, LI Y. Experimental comparison and optimization on granular bed filters with three types of filling schemes[J]. Applied Energy, 2019, 253: 113563.
    [23]
    MORACI N, BILARDI S, MANDAGLIO M. Factors affecting geotextile filter long-term behaviour and their relevance in design[J]. Geosynthetics International, 2022, 29(1): 19-42.
    [24]
    NIU S, PARK K, YU J, et al. Operation and performance evaluation of high-speed filter using porous non-woven filamentous fibre for the treatment of turbid water[J]. Environmental Technology, 2016, 37(5): 577-589.
    [25]
    BAE S D, SAGEHASHI M, SAKODA A. Activated carbon membrane with filamentous carbon for water treatment[J]. Carbon, 2003, 41(15): 2973-2979.
    [26]
    BULEJKO P. Numerical comparison of prediction models for aerosol filtration efficiency applied on a hollow-fiber membrane pore structure[J]. Nanomaterials, 2018, 8(6): 447.
    [27]
    QI Y, THAPA K B, HOADLEY A F. Application of filtration aids for improving sludge dewatering properties:a review[J]. Chemical Engineering Journal, 2011, 171(2): 373-284.
    [28]
    LORENZEN S, YE Y, CHEN V, et al. Direct observation of fouling phenomena during cross-flow filtration: influence of particle surface charge[J]. Journal of Membrane Science, 2016, 510: 546-558.
    [29]
    PALMER M R, NEPF H M, PETTERSSON T J, et al. Observations of particle capture on a cylindrical collector: implications for particle accumulation and removal in aquatic systems[J]. Limnology and Oceanography, 2004, 49(1): 76-85.
    [30]
    RANADE M. Adhesion and removal of fine particles on surfaces[J]. Aerosol Science and Technology, 1987, 7(2): 161-176.
    [31]
    XU F, WEI M, ZHANG X, et al. How pore hydrophilicity influences water permeability?[J]. Research, 2019(11):1-10.
    [32]
    MIAO A, WEI M, XU F, et al. Influence of membrane hydrophilicity on water permeability: an experimental study bridging simulations[J]. Journal of Membrane Science, 2020, 604: 118087.
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (50) PDF downloads(3) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return