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主管单位 中华人民共和国
工业和信息化部
主办单位 哈尔滨工业大学 主编 李隆球 国际刊号ISSN 0367-6234 国内刊号CN 23-1235/T

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引用本文:徐勇鹏,朱世俊,崔福义.连续回流生产废水对净水厂出水水质影响的中试研究[J].哈尔滨工业大学学报,2016,48(8):55.DOI:10.11918/j.issn.0367-6234.2016.08.009
XU Yongpeng,ZHU Shijun,CUI Fuyi.Effect of continuous pilot-scale study of direct recycling waste streams on effluent quality of drinking water treatment plant[J].Journal of Harbin Institute of Technology,2016,48(8):55.DOI:10.11918/j.issn.0367-6234.2016.08.009
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连续回流生产废水对净水厂出水水质影响的中试研究
徐勇鹏1,2,朱世俊2,崔福义1,2
(1. 城市水资源与水环境国家重点实验室(哈尔滨工业大学),哈尔滨 150090; 2.哈尔滨工业大学 市政环境工程学院,哈尔滨 150090)
摘要:
为考察连续回流净水厂生产废水对出水水质的影响,采用中试实验模型,研究东北地区夏冬两季连续回流净水厂生产废水14 d的水质变化规律.夏季沉淀池污泥和反冲洗水最佳回流比分别为4%和6%,冬季为2%和6%.在满足沉后水出水浊度达标(< 2.5 NTU)的前提下,夏、冬两季废水连续直接回流工艺与不回用相比,可分别节约33.3%和18.2%的混凝剂投加量.在整个回流运行周期中,连续监测浊度、色度、UV254、TOC等出水水质指标,结果表明,与不回流相比,回流工艺可以有效提高污染物的去除,而且,较高温度时还可以提高污染物的去除率.在连续回流过程中,出水水质稳定,未发现明显的污染物富集现象.废水回流是强化混凝过程的有效方法.
关键词:  连续回流  中试  沉淀池污泥  反冲洗水  温度  富集
DOI:10.11918/j.issn.0367-6234.2016.08.009
分类号:TU991.2
文献标识码:A
基金项目:国家“十二五”重大水专项(2012ZX07408001);国家自然科学基金(51108118)
Effect of continuous pilot-scale study of direct recycling waste streams on effluent quality of drinking water treatment plant
XU Yongpeng1,2 , ZHU Shijun2, CUI Fuyi1,2
(1.State Key Laboratory of Urban Water Resource and Environment(Harbin Institute of Technology), Harbin 150090, China; 2. School of Municipal and Environmental Engineering, Harbin Institute of Technology, Harbin 150090, China)
Abstract:
To investigate the effects of direct continuous recycling of waste streams generated from drinking water treatment plant on effluent water quality, polite-scale experimental models was constructed and the changing rule of water quality was studied for 14 days both in summer and winter in the northeast China. The optimal recycle ratios of sedimentation sludge and filter backwash water were found to be 4% and 6% in summer, respectively, and was 2% and 6% in winter. Under the optimal recycle ratios, the continuous direct recycling waste streams could reduced the coagulant dosage by 33.3% in summer and 18.2% in winter compared to control trials based on reaching the sedimentation effluent standard (< 2.5 NTU). Water quality parameters such as turbidity, color, UV254, TOC in settled and filtrated water were monitored periodically. Results indicated that contaminants could be removed more effectively in the recycling process compared to the control trials. Moreover, relative higher temperature could improve removal efficiencies. Over the entire operation period, there was no significant contaminants accumulation. Recycling waste steams was a feasible approach for enhancing coagulation process.
Key words:  continuous recycling  pilot scale  sedimentation sludge  filter backwash water  temperature  accumulation

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