RESEARCH ON OPERATIONAL EFFICIENCY AND MECHANISM OF RAPID FILTRATION PROCESS FOR OVERFLOW SEWAGE
-
摘要: 我国城市建设的高密度决定了溢流污水治理宜采用占地少的快速处理技术。构建以快速过滤为核心的溢流污水处理工艺,考察了滤料种类、过滤速度、填充量等因素对过滤效果的影响,并在材料表征及机理分析的基础上研究了不同过滤材料效果差异的原因。结果表明:聚酯纤维球和亲水性聚氨酯海绵在20,40 m/h滤速条件下均表现出良好且稳定的过滤效果,聚丙烯PP棉仅在20 m/h滤速条件下具有良好且稳定的过滤效果。在150%填充量条件下,3种滤料均表现出良好的过滤效果。污染物的去除完全取决于悬浮物的去除,因此过滤性能可等同于悬浮物去除性能。中试试验中,以聚酯纤维球为主要滤料,在40 m/h滤速条件下,对COD、SS的平均去除率分别为47.98%、82.37%。为现有成熟高分子弹性材料作为滤料与快速过滤工艺相结合应用于溢流污水处理相关研究提供参考。Abstract: 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.
-
Key words:
- overflow sewage /
- rapid filtration /
- filter material /
- filtration speed /
- filtration effect
-
[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.
点击查看大图
计量
- 文章访问数: 25
- HTML全文浏览量: 5
- PDF下载量: 1
- 被引次数: 0