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给水管网管壁铁细菌生长特性模拟及控制对策研究
引用本文:王洋,张晓健,陈雨乔,陆品品,陈超.给水管网管壁铁细菌生长特性模拟及控制对策研究[J].环境科学,2009,30(11):3293-3299.
作者姓名:王洋  张晓健  陈雨乔  陆品品  陈超
作者单位:清华大学环境科学与工程系,北京,100084
基金项目:国家自然科学基金,国家高技术研究发展计划(863计划) 
摘    要:利用AR反应器对管壁铁细菌的生长特性、影响因素以及悬浮铁细菌与管壁铁细菌的相关关系进行了研究.管壁铁细菌在反应器运行12 d后达到稳定生长,出水中铁细菌数量比进水增加1 lg,剪切力对于铁细菌达到稳定生长的时间有影响,但对稳定生长后挂片上的铁细菌数量没有明显的影响.稳定余氯0.3 mg/L可以有效控制悬浮和管壁铁细菌的生长,数量降低1 lg;对于管垢内的铁细菌即使余氯增加到1.0 mg/L仍无法杀灭;余氯浓度0.05 mg/L无法有效控制悬浮和管壁附着铁细菌的生长.对于稳定生长下的管壁铁细菌,增加余氯浓度至1.25 mg/L,可使管壁铁细菌数量降低2 lg~3 lg.稳定生长状态下,悬浮铁细菌与管壁铁细菌数量具有线性关系.并在试验基础上提出给水管网铁细菌生长控制对策:维持管网余氯0.3 mg/L;定期采用较高浓度消毒剂冲洗管道;采用新型防腐管材或加快旧管网改造,提高管网抗腐蚀性能等.

关 键 词:铁细菌  给水管网  生长特性  腐蚀控制  余氯
收稿时间:2008/12/21 0:00:00
修稿时间:2009/2/10 0:00:00

Growth Characteristics and Control of Iron Bacteria on Cast Iron in Drinking Water Distribution Systems
WANG Yang,ZHANG Xiao-jian,CHEN Yu-qiao,LU Pin-pin and CHEN Chao.Growth Characteristics and Control of Iron Bacteria on Cast Iron in Drinking Water Distribution Systems[J].Chinese Journal of Environmental Science,2009,30(11):3293-3299.
Authors:WANG Yang  ZHANG Xiao-jian  CHEN Yu-qiao  LU Pin-pin and CHEN Chao
Abstract:This study investigated the growth characteristics of iron bacteria on cast iron and relationship between suspended and attached iron bacteria. The steady-state growth of iron bacteria would need 12 d and iron bacteria level in effluents increased 1 lg. Hydraulics influence on iron bacteria level and detachment rate of steady-state attached iron bacteria was not significant. But it could affect the time of attached iron bacteria on cast-iron coupons reaching to steady state. When the chlorine residual was 0.3 mg/L, the iron bacteria growth could be controlled effectively and suspended and attached iron bacteria levels both decreased 1 lg. When the chlorine residual was more than 1.0 mg/L, it could not inactivate the iron bacteria of internal corrosion scale yet. There was little effect on inhibiting the iron bacteria growth that the chlorine residual was 0.05 mg/L in drinking water quality standard of China. The iron bacteria on coupons reached to steady state without disinfectant and then increased the chlorine residual to 1.25 mg/L, the attached iron bacteria level could decrease 2 lg to 3 lg. Under steady-state, the suspended iron bacteria levels were linearly dependent on the attached iron bacteria. The control of iron bacteria in drinking water distribution systems was advanced: maintaining the chlorine residual (0.3 mg/L), flushing the pipeline with high dosage disinfectant, adopting corrosion-resistant pipe materials and renovating the old pipe loop.
Keywords:iron bacteria  drinking water distribution system  growth characteristics  corrosion control  chlorine residual
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