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原水浊度与混凝剂最佳投量的匹配 被引量:2

Comparision of the Turbidity of Raw Water and the Optimal Dosing of Coagulant
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摘要 本文在试验的基础上。推导了原水浊度与混凝剂最佳投量之间的关系。得到了潭江水泵用碱式氯化铝作混凝剂时的最佳投量与浊度之间的半经验关系A=1.1C^(0.40)(mg/l)。 In this paper, the relation between the turbidity of raw water and the optimal dosing of coagulant is deduced.Based on tests, the semiempirical relation of the optimale dosing and the turbidity with basic aluminium chloride (BAC) as coagulant in the tratement of the water from the TAN JIANG RIVER is presented as following: A=1.1 C^(0.40)(mg/l)
出处 《哈尔滨建筑工程学院学报》 1993年第3期63-67,共5页
关键词 饮用水 水处理 浊度 混凝剂 optimal dosing coagulant turbidity
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参考文献1

  • 1[苏]巴边科夫(Е·Д·Бабенков) 著,郭连起.论水的混凝[M]中国建筑工业出版社,1982.

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  • 1魏日强.模糊专家控制在南洲水厂投矾控制的应用[J].化工自动化及仪表,2006,33(3):22-25. 被引量:3
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  • 7Myint M, Nirmalakhandan N, Speece R E. Anaerobic fermentation of cattle manure: modeling of hydrolysis and acidogenesis [J]. Water Research, 2007, 41(2) :323 -332.
  • 8Noykova N, Muller T G, Gyllenberg M, et al. Quantitative analysis of anaerobic treatment processes: identifiability and parameter estimation [ J ]. Biotechnology and Bioengineering, 2002, 78 ( 1 ) :89 - 102.
  • 9Mahmoud N, Zeeman G, Gijzen H, et al. Anaerobic stabilization and conversion of biopolymers in primary sludge-effect of temperature and sludge retention time[ J]. Water Research, 2004, 38(4) :983 - 991.
  • 10Luning L, Zundert E H M, Brinkmann A J F. Comparison of dry and wet digestion for solid waste [J]. Water Science and Technology, 2003, 48 (4) : 15 - 20.

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