期刊文献+

混凝沉淀/好氧生物处理组合工艺处理船舶含油废水 被引量:4

Treatment of Marine Oily Wastewater by Combined Process of Coagulation Sedimentation and Aerobic Biological Treatment
在线阅读 下载PDF
导出
摘要 以船舶含油废水重力除油罐出水为研究对象,采用混凝沉淀/好氧生物处理组合工艺对其进行处理,重点考察了高浓度的Cl^-对好氧生物系统处理效果的影响,以及由高浓度Cl^-引起的活性污泥生物相演替规律。结果表明,该组合工艺能在Cl^-浓度高达9256mg/L的条件下稳定运行,系统出水COD、TOC和石油类可分别降至(80~85)、(25~30)和(1.0~1.5)mg/L,达到了《污水综合排放标准》(GB8978-1996)的一级标准。高浓度的Cl^-对生物处理系统的影响较大,Cl^-为4000mg/L是对未驯化活性污泥产生抑制作用的转折点;在高Cl^-浓度下,降低Cl^-浓度比增加Cl^-浓度对生物处理系统的影响更大,良好的驯化过程和稳定的进水水质是高浓度Cl^-废水实现有效生物处理的重要保证。 After being treated by gravity oil-water separator, the marine oily wastewater was treated by the combined process of coagulation sedimentation and aerobic biological treatment. The effect of high Cl^- on the treatment efficiency of aerobic biological system and the Cl^- induced succession regulari ty of activated carbon biofacies were investigated. The results show that the stable operation of the combined process can be obtained at high Cl^- of 9 256 mg/L, the effluent COD, TOC and oil are reduced to 80 to 85 rag/L, 25 to 30 mg/L and 1.0 to 1.5 mg/L respectively, which reaches the first class discharge standard of Integrated wastewater Discharge Standard (GB 8978 -1996). The aerobic biological system is greatly affected by high Cl^-. Cl^- of 4 000 mg/L is a turning point for inhibiting unacclimated activated sludge. Cl^- decrease has a greater effect on the aerobic biological system than Cl^- increase under high Cl^-. Both well acclimation and stable influent quality are vital for effective aerobic treatment of high Cl^-wastewater.
出处 《中国给水排水》 CAS CSCD 北大核心 2010年第5期116-119,共4页 China Water & Wastewater
基金 上海市重点学科建设项目(B604)
关键词 混凝沉淀 好氧生物处理 船舶含油废水 氯离子 生物相 coagulation sedimentation aerobic biological treatment marine oily wastewater chlorine ion biofacies
  • 相关文献

参考文献7

  • 1Peng H,Tremblay A Y, Veinot D E. The use of backflushed coalescing microflhration as a pretreatment for the uhrafihration of bilge water [J].Desalination, 2005,181 (1 -3) :109 - 120.
  • 2Ghidossi R, Veyret D, Scotto J L, et al. Ferry oily wastewater treatment [ J ]. Sep Purif Technol, 2009,64 (3) :296 - 303.
  • 3Tomaszewska M, Orecki A, Karakulski K. Treatment of bilge water using a combination of uhrafihration and reverse osmosis[J]. Desalination, 2005,185 ( 1 - 3 ) : 203 -212.
  • 4Sun C, Leiknes T, Weitzenbock J, et al. The effect of bilge water on a Biofilm-MBR process in an integrated shipboard wastewater treatment system [J]. Desalination, 2009,236 ( 1 - 3 ) : 56 - 64.
  • 5张忠国,栾兆坤,赵颖,崔建华,陈朝阳,李燕中.聚合氯化铝(PACl)混凝絮体的破碎与恢复[J].环境科学,2007,28(2):346-351. 被引量:34
  • 6张雨山,王静,蒋立东,徐梅生,顾平,李方方.利用海水冲厕对城市污水处理的影响研究[J].中国给水排水,1999,15(9):4-6. 被引量:38
  • 7Reid E, Liu X R, Judd S J. Effect of high salinity on activated sludge characteristics and membrane permeability in an immersed membrane bioreactor [J]. J Membr Sci, 2006,283 ( 1 - 2) : 164 - 171.

二级参考文献17

  • 1唐受印,废水处理工程,1998年
  • 2崔玉川,废水处理工艺设计计算,1994年
  • 3Jarvis P, Jefferson B, Gregory J, et ol. A review of floe strength and breakage [J]. Wat. Res., 2005, 39:3121 - 3137.
  • 4Muhle K. Floc stability in laminar and turbulent flow [ A ]. In:Dobias B (Eds), Coagulation and Flocculation [M]. New York:Marcel Dekker, 1993. 355 - 390.
  • 5Serra T, Colomer J, Casamitjana X. Aggregation and Breakup of Particles in a Shear Flow [J].J.Colloid Interface Sci., 1997,187 : 466 - 473.
  • 6Gregory J. The role of floe density in solid-liquid separation [J].Filtr. Separat., 1998, 35(4) : 367-371.
  • 7Van Benschoten J E, Edzwald J K. Chemical aspects of coagulation using aluminum salts-Ⅰ. Hydrolytic reactions of alum and polyaluminum chloride [J], Wat. Res., 1990, 24:1519 - 1526.
  • 8Yukselen M A, Gregory J. The effect of rapid mixing on the breakup and re-formation of flocs[J]. Journal of Chemical Technolosy and Biotechnology, 2004, 79:782 - 788.
  • 9Jarvis P, Jefferson B, Parsons S A. Breakage, Regrowth, and Fractal Nature of Natural Organic Matter glocs [J]. Environ. Sci.Technol., 2005, 39: 2307-2314.
  • 10Kim W, Ludwig H F, Bishop W D. Cation-exchange capacity and pH in the coagulation process [J].J. AWWA, 1965, Mar., 327 -348.

共引文献70

同被引文献36

引证文献4

二级引证文献5

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部