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粕滤慢滤技术在西北村镇集雨窖水处理中的应用研究
引用本文:张国珍,李舜,刘晓冬,杨公博,武福平.粕滤慢滤技术在西北村镇集雨窖水处理中的应用研究[J].给水排水,2012,38(2):11-15.
作者姓名:张国珍  李舜  刘晓冬  杨公博  武福平
作者单位:兰州交通大学环境与市政工程学院,兰州,730070
基金项目:中国教育部长江学者和创新团队发展计划资助项目,国家水体污染控制与治理科技重大专项,国家自然科学基金
摘    要:针对西北村镇集雨窖水污染现状,采用粗滤慢滤组合净水工艺进行了现场试验研究.通过自然挂膜确定了膜的生物稳定期,并对其影响因素进行了分析.结果表明:粗滤慢滤小型净水装置能有效地处理西北村镇集雨窖水.对窖水的浊度、有机物、氨氮及微生物学指标有良好的去除效果.在粗滤慢滤装置滤速控制在0.1 m/h的情况下,生物膜生长期为40~50 d.在生物膜形成之后,出水氨氮平均0.285 mg/L,氨氮去除率最高达78.35%;出水CODMn平均2.27 mg/L,CODMn去除率最高达到61.58%.出水浊度平均0.56 NTU,浊度去除率最高达到98.99%.该净水技术工艺简单,无需投药,操作管理方便,适用于西北村镇等以户为单位的分散式窖水处理.

关 键 词:集雨窖水  粗滤慢滤  生物过滤  西北村镇

Application research of roughing and slow filtering techniques on rainwater collecting cellar water treatment in the towns in Northwest China
Zhang Guozhen , Li Shun , Liu Xiaodong , Yang Gongbo , Wu Fuping.Application research of roughing and slow filtering techniques on rainwater collecting cellar water treatment in the towns in Northwest China[J].Water & Wastewater Engineering,2012,38(2):11-15.
Authors:Zhang Guozhen  Li Shun  Liu Xiaodong  Yang Gongbo  Wu Fuping
Affiliation:(School of Environment Science and Municipal Engineering,Lanzhou Jiaotong University,Lanzhou 730070,China)
Abstract:According to the current water pollution situation in the rainwater of collecting cellars in the towns in Northwest China,a spot experiment research was carried out to study the roughing and slow filtering process in this paper.Through the natural biofilm culturing,the biological stable stage of the biofilm was determined and the influential factors were also analyzed.The results showed: small scale of roughing and slow filtering equipment could effectively treat the rainwater of collecting cellar in the towns in Northwest China.This process could satisfactorily remove the normal pollutants in cellar water,such as turbidity,organics,ammonia,and microbiology indexes.If the filtering rate of roughing and slow filtering process was controlled under 0.1 m/h,the biofilm growth period was about 40 to 50 days.After the constructing of biofilm,the average ammonia in effluent was 0.285 mg/L,and the maximum ammonia removal rate could reach 78.35%;average CODMn in effluent was 2.27 mg/L and its maximum removal rate was 61.58%.The average turbidity in effluent was 0.56 NTU,and the maximum turbidity removal rate was 98.99%.This water purification technology had the advantages of simple process,no need of dosage,easy operation and management.It was applicable to the distributed household rainwater of collecting cellars in the towns in Northwest China.
Keywords:Rainwater of collecting cellar  Roughing and slow filtering  Biological filtering  Towns in Northwest China
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