[1] Goronszy M. C. The cyclic activated sludge system for resort area wastewater treatment. Water Science and Technology, 1995,32(9-10):105-114
[2] 沈耀良, 王宝贞. 循环活性污泥系统(CASS)处理城市废水. 给水排水,1999,25(11):5-8 Shen Yaoliang, Wang Baozhen. Cyclic activated sludge system(CASS) treatment urban wastewater. Water & Wastewater Engineering, 1999,25(11):5-8(in Chinese)
[3] Goronszy M. C. Full-scale cyclic activated sludge system phosphorus removal. Wat. Sci. Tech., 1992,26(9):2253-2256
[4] Goronszy M. C. The cyclic activated sludge system for resort area wastewater treatment. Wat. Sci. Tech., 1995,32(10):105-114
[5] Goronszy M. C. Dynamic mathematical modeling of sequencing batch reactors with aerated and mixed filling period. Wat. Sci. Tech., 1997,35(1):105-112
[6] 熊红权, 李文彬. CASS工艺在国内的应用现状. 中国给水排水, 2003,19(2):34-35 Xiong Hongquan, Li Wenbin. CASS Process in the domestic application status. China Water & Wastewater, 2003,19(2):34-35(in Chinese)
[7] 樊红辉, 林华东, 花勇刚. CASS工艺脱氮影响因素分析. 环境科学与管理, 2009,34(8):93-96 Fan Honghui, Lin Huadong, Hua Yonggang. Analysis on the factors affecting the removal of nitrogen with CASS. Environmental Science and Management, 2009,34(8):93-96(in Chinese)
[8] Henze M. Capabilities of biological nitrogen removal processes from wastewater. Wat. Sci. Tech., 1991,23(4-6):669-679
[9] 吴昌永, 彭永臻, 彭轶, 等. A2O工艺处理低C/N比生活污水的试验研究.化工学报, 2008,59(12):3126-3131 Wu Changyong, Peng Yongzhen, Peng Yi, et al. Biological nutrient removal in A2O process when treating low C/N ratio domestic wastewater. Journal of Chemical Industry and Engineering (China), 2008,59(12):3126-3131(in Chinese)
[10] Lin Y. F., Jing S. R., Wang Tzewen, et al. Effects of macrophytes and external carbon sources on nitratere moval from groundwater in constructed wetlands. Environmental Pollution, 2002,119(3):413-420
[11] Matsumoto S., Terada A., Tsuneda S. Modeling of membraneaerated biofilm: Effects of C /N ratio, biofilm thickness and surface loading of oxygen on feasibility of simultaneous nitrification and denitrification. Biochemical Engineering, 2007,37(1):98-107
[12] 侯红娟, 王洪洋, 周琪. 进水COD浓度及C/N值对脱氮效果的影响. 中国给水排水, 2005,21(12):19-23 Hou Hongjuan, Wang Hongyang, Zhou Qi. Effect of influent COD concentration and C/N ratio on denitrification. China Water & Wastewater, 2005,21(12):19-23(in Chinese)
[13] Kuba T., van LoosdrechtM. C. M., Heijnen J. J. Phosphorus and nitrogen removal with minimal COD requirement by integration of denitrifying dephosphatation and nitrification in a two-sludge system.Water Research, 1996,30(7):1702-1710
[14] 金春姬, 佘宗莲, 高京淑, 等. 间歇曝气周期对低 C/N比污水生物脱氮的影响. 环境污染与防治, 2003,25(5):257-258 Jin Chunji, She Zonglian, Gao Jingshu, et al. Effect of intermittent aeration cycle on biological nitrogen removal of wastewater with low C/N ratio. Environment Pollution & Control, 2003,25(5):257-258(in Chinese)
[15] 赵硕伟, 宋艳华, 聂颖, 等. 低碳氮比工业废水生物除氮试验研究.安徽农业科学, 2009,37(27):13216-13220 Zhao Shuowei, Song Yanhua, Nie Ying, et al. Experimental study on biological nitrogen removal process of low C/N industrial wastewater. Journal of Anhui Agricultural Sciences., 2009,37(27):13216-13220(in Chinese)
[16] 魏海娟, 张永祥, 施同平, 等. 移动床生物反应器处理低C/N比生活污水实验研究. 环境科学与技术, 2009,32(7):6-13 Wei Haijuan, Zhang Yongxiang, Shi Tongping, et al. Experimental study on treatment of sewage with low C/N ratio using moving-bed biofilm reactor. Environmental Science & Technology, 2009,32(7):6-13(in Chinese)