[1] 杨羽.水质及流动特征对再生水输配管道壁面侵蚀性能影响的实验研究[D].西安:西安建筑科技大学,2012.
[2] Peng C Y,Ferguson J F,Korshin G V. Effects of chloride,sulfate and natural organic matter(NOM) on the accumulation and release of trace-level inorganic contaminants from corroding iron[J]. Water Research,2013,47(14):5257-5269.
[3] Merrill D T,Sanks R L. Corrosion control by deposition of CaCO3 film:a partical approach for plant opearators[J]. American Water Works Association,1977,69(11):592-597.
[4] 王洋,张晓健,陈超,等.水源切换引起给水管网黄水问题原因分析[J].环境科学,2009,30(12):3555-3561.
[5] 邬艳,杨艳玲,李星,等.三种常见混凝机理为主导条件下絮体特性研究[J].中国环境科学,2014,34(1):150-155.
[6] Pernitsky D J,Edzwald J K. Selection of alum and polyaluminum coagulants:principles and application[J]. Journal of Water Supply:Research and Technology,2006,55(2):121-141
[7] 南军,贺维鹏,姜卫东,等.颗粒计数仪在水处理絮凝过程中的应用研究[J].环境科学与技术,2008,31(12):132-135.
[8] 张华,孟雪征,朱兆亮,等.强化混凝深度处理再生水试验研究[J].中国水运:下半月,2008,8(5):232-234.
[9] 苟晓东,董欣杨.污水回用作工业循环冷却水的研究[J].中国环保产业,2003(10):34-35.
[10] Wu M R,Van de Ven T G M. Flocculation and reflocculation:iner-play between the adsorption behavior of the components of a dual flocculant[J]. Colloids and Surfaces.A:Physicochemical and Eng-ineering Aspects,2009,341(1/2/3):40-45
[11] Yukselen M A,Gregory J. The reversibility of floc breakage[J]. In-ternational Journal of Mineral Processing,2004,73(2/3/4):251-259.
[12] 刘海龙,王东升,王敏,等.强化混凝对水力条件的要求[J].中国给水排水,2006,22(5):1-4.
[13] 曹百川,高宝玉,许春华,等. pH对铁盐混凝剂处理黄河水效果及生成絮体的影响[J].科学通报,2010,55(9):758-763.
[14] Jarvis P,Jefferson B,Gregory J,et al. A review of floc strength and breakage[J]. Water Research,2005,39(14):3121-3137.
[15] 张忠国,栾兆坤,赵颖,等.聚合氯化铝(PAC)混凝絮体的破碎与恢复[J].环境科学,2007,28(2):346-351. |