JIAXuchao,ZOULei,FANXuehong,et al.Optimization of Process Parameters and Selection of Filter Media for High-speed Filter[J].China Water & Wastewater,2026,42(9):9-17.
高速滤池工艺参数优化与滤料比选
- Title:
- Optimization of Process Parameters and Selection of Filter Media for High-speed Filter
- Keywords:
- high-speed filtration; pilot test; filtration rate; backwashing parameter; filtration cycle; filter media
- 摘要:
- 为解决武汉某大型污水处理厂提标改造中用地紧张、对高速过滤工艺缺乏技术指导等难题,依托该厂开展中试,对不同滤速、反冲洗参数(气/水/气水混合冲洗强度与时间)及过滤周期的影响进行系统评估,并比较瓷砂、石英砂、新型微晶陶瓷三类滤料的去除效果,提出高速滤池的最优运行参数与滤料类型。结果表明,1#~3#滤柱最佳滤速均为13 m/h;最佳气冲强度分别为12、12、10 L/(m2·s),最佳气冲时间均为3 min;最佳水冲强度分别为12、10、8 L/(m2·s),最佳水冲时间均为8 min;最佳过滤周期分别为48、48、12 h。其中,2#滤柱设置有气水混合冲洗,最佳混冲强度和混冲时间分别为10 L/(m2·s)气冲+2 L/(m2·s)水冲和2 min。在上述最佳运行参数下,1#~3#滤柱对浊度的平均去除率分别为86.95%、90.66%、91.61%,对COD的去除率分别为46.08%、38.97%、23.08%。当聚焦于浊度去除时,综合考虑去除效果、反冲洗用水量及设备能耗等因素,采用石英砂滤料最为合适。
- Abstract:
- To address the challenges such as land scarcity and a lack of technical guidance on the high-speed filtration process in the upgrading and reconstruction of a large-scale wastewater treatment plant in Wuhan, a pilot-scale test was conducted based on the plant. The study systematically evaluated the impacts of different filtration rates, backwashing parameters (intensity and duration of air washing, water washing and air-water mixed washing), and filtration cycles.It also compared the removal performance of three types of filter media (porcelain sand, quartz sand and a new type of micro-crystalline ceramic), and proposed the optimal operating parameters and filter media type for high-speed filter. The results showed that the optimal design filtration rate for filter columns 1# to 3# was uniformly 13 m/h. Their optimal air washing intensity was 12 L/(m2·s), 12 L/(m2·s), and 10 L/(m2·s) respectively, with a consistent optimal air washing duration of 3 min; the optimal water washing intensity was 12 L/(m2·s), 10 L/(m2·s),and 8 L/(m2·s) respectively, with a uniform optimal water washing duration of 8 min; and the optimal filtration cycles were 48 h, 48 h, and 12 h respectively. Notably, filter column 2# was equipped with an air-water mixed washing stage, for which the optimal mixed washing intensity and duration were 10 L/(m2·s) for air washing combined with 2 L/(m2·s) for water washing and 2 min, respectively.Under the above-mentioned optimal operating parameters, the average turbidity removal rates of filter columns 1# to 3# reached 86.95%, 90.66% and 91.61% respectively, while the COD removal rates were 46.08%, 38.97% and 23.08%, respectively. When focusing on the turbidity index, quartz sand filter media was determined to be the most suitable option after a comprehensive consideration of removal efficiency, backwashing water consumption and equipment energy consumption.
相似文献/References:
[1]田若,钟燕敏,黄嘉奕,等.超滤+纳滤系统深度净化低温低浊期梁子湖水中试[J].中国给水排水,2023,39(17):32.
TIANRuo,ZHONGYan-min,HUANGJia-yi,et al.Deep Purification Effect of Ultrafiltration+Nanofiltration Double Membrane System on Low Temperature and Low Turbidity Surface Water[J].China Water & Wastewater,2023,39(9):32.
[2]王思琪,王为民,张涛,等.应对苏北地区高硬度高碱度地表水的纳滤膜性能中试[J].中国给水排水,2024,40(19):25.
WANGSi-qi,WANGWei-min,ZHANGTao,et al.Pilot Study on the Performance of Nanofiltration Membranes for Treating Surface Water with High Hardness and Alkalinity in Northern Jiangsu[J].China Water & Wastewater,2024,40(9):25.
[3]马俊,张亚斌,李志国,等.好氧颗粒污泥工艺处理高速公路服务区污水中试[J].中国给水排水,2024,40(23):20.
MAJun,ZHANGYa-bin,LIZhi-guo,et al.Aerobic Granular Sludge for Treatment of Sewage from Highway Service Areas: A Pilot-scale Study[J].China Water & Wastewater,2024,40(9):20.
[4]周庆国,马舜,陈东旭,等.分段AO策略对AOA工艺脱氮性能的优化[J].中国给水排水,2026,42(7):8.
ZHOUQingguo,MAShun,CHENDongxu,et al.Enhanced Nitrogen Removal in a Pilot-scale AOA System via a Staged AO Operation Strategy[J].China Water & Wastewater,2026,42(9):8.