[1] 蒋玖璐, 励建全, 何文斌. 上海南桥污水厂改造工程的设计[J]. 中国给水排水, 2006, 22(8):19-22
[2] 王翥田, 叶亮, 张新彦, 等. MBBR工艺用于无锡芦村污水处理厂的升级改造[J]. 中国给水排水, 2010(2):71-73
[3] LI H, ZHU J, FLAMMING J J, et al. Practical experience with full-scale structured sheet media (SSM) integrated fixed-film activated sludge (IFAS) systems for nitrification[J]. Water Science & Technology, 2015, 71(4):545-552
[4] CHAN A A, JOHANSSON N, CHRISTENSSON M. Increased nitrogen removal in existing volumes at Sundet wastewater treatment plant, Växjö[J]. Water Practice & Technology, 2014, 9(2):215-224
[5] BAI Y, ZHANG Y B, QUAN X, et al. Enhancing nitrogen removal efficiency and reducing nitrate liquor recirculation ratio by improving simultaneous nitrification and denitrification in integrated fixed-film activated sludge (IFAS) process[J]. Water Science & Technology, 2015, 73(4):827-834
[6] JONES R M, SEN D, LAMBERT R. Full scale evaluation of nitrification performance in an integrated fixed-film activated sludge process[J]. Water Science & Technology, 2015, 38(1):71-78
[7] DI T D, CHRISTENSSO M, ODEGAARD H. Hybrid activated sludge/biofilm process for the treatment of municipal wastewater in a coldclimate region:A case study[J]. Water Science & Technology, 2011, 63(6):1121-1129
[8] MORETTI P, CHOUBERT J M, CANLER J P, et al. Understanding the contribution of biofilm in an integrated fixed-film activated sludge system (IFAS) designed for nitrogen removal[J]. Water Science & Technology, 2015, 71(10):1500-1506
[9] HENZE M, GRADY C, GUJER W, et al. Activated Sludge Model No.1, (IAWPRC Scientific and Technical Reports No.1)[R]. London:IAWPRC, 1987
[10] TAKACS I, PATRYG G, NOLASCO D. A dynamic model of the clarification-Thickening process[J]. Water Research, 1991, 25(10):1263-1271
[11] COPP J B. The COST Simulation Benchmark:Description and simulator Manual[M]. Luxembourg:Office for Official Publications of the European Community, 2001
[12] SHAW A, PHILLIPS H M, SABHERWAL B. The need for speed in process modeling[J]. Proceedings of the Water Environment Federation, 2011, 2011(13):3208-3218
[13] AMRA S, ALMA D. Wastewater process modeling[J]. Coupled Systems Mechanics, 2016, 5(1):21-39
[14] SEN D, RANDALL C W. Improved computational model (AQUIFAS) for activated sludge, integrated fixed-film activated sludge, and moving-bed biofilm reactor systems, Part I:Semi-empirical model development[J]. Water Environment Research, 2008, 80(5):439-453
[15] SEN D, RANDALL C W. Improved computational model (AQUIFAS) for activated sludge, integrated fixed-film activated sludge, and moving-bed biofilm reactor systems, Part Ⅱ:Multilayer biofilm diffusion model[J]. Water Environment Research, 2008, 80(7):624-632
[16] SEN D, RANDALL C W. Improved computational model (AQUIFAS) for activated sludge, integrated fixed-film activated sludge, and moving-bed biofilm reactor systems, Part Ⅲ:Analysis and verification[J]. Water Environment Research, 2008, 80(7):633-646
[17] MANNINA G, TRAPANI D D, VIVIANI G. Modeling and dynamic simulation of hybrid moving bed biofilm reactors:Model concepts and application to a pilot plant[J]. Biochemical Engineering Journal, 2011, 56(1):23-36
[18] SRIWIRIYARAT T, RANDALL C W, SEN D. Computer program development for the design of integrated fixed-film activated sludge wastewater treatment processes[J]. Journal of Environmental Engineering, 2005, 131(11):1540-1549
[19] 焦燕, 金文标, 赵庆良, 等. 基于强化生物膜-活性污泥复合工艺的数值模拟[J]. 给水排水, 2010, S1:181-187
[20] 刘剑. 活性污泥/生物膜复合工艺污染物降解模型研究[D]. 哈尔滨:哈尔滨工业大学, 2010
[21] GUJER W, HENZE M, MINO T, et al. The activated sludge model No.2:Biological phosphorus removal[J]. Water Science & Technology, 1995, 31(2):1-11
[22] HENZE M, GUJER W, MINO T, et al. Activated sludge model No.2d, ASM2D[J]. Water Science & Technology, 1999, 39(1):165-182
[23] SEN D. COD Removal, Nitrification and denitrification kinetics and mathematical modeling of integrated fixed-film activated sludge systems[D]. Blacksburg Virginia:Virginia Tech, 1995
[24] 汪君晖, 孙红芳, 蔡虎林, 等. 生物膜对A2O系统硝化过程的强化效果分析[J]. 水处理技术, 2016(2):113-117
[25] 鞠兴华, 彭党聪. ASM1模型动力学参数敏感度分析[J]. 环境科学与技术, 2010, S2:312-314
[26] BOLTZ J P, JOHNSON B R, DAIGGER G T. Modeling integrated fixed-film activated sludge and moving-bed biofilm reactor systems I:Mathematical treatment and model development[J]. Water Environment Research, 2009, 81(6):555-575