[1] Tang Chongjian, Zheng Ping, Wang Caihua, et al. Performance of high-loaded ANAMMOX UASB reactors containing granular sludge[J].Water Res., 2011, 45(1):135-144.
[2] Dapena-Mora A, Campos J L, Mosquera-Corral A, et al. Stability ofthe ANAMMOX process in a gas-lift reactor and a SBR[J]. J. Biote-chnol., 2004, 110(2):159-170.
[3] Park H, Rosenthal A, Jezek R, et al. Impact of inocula and growth mode on the molecular microbial ecology of anaerobic ammonia oxidation(anammox) bioreactor communities[J]. Water Res., 2010, 44(17):5005-5013.
[4] Tang Chongjian, Zheng Ping, Mahmood Q. The shear force amend-ments on the slugging behavior of upflow Anammox granular sludge bed reactor[J]. Sep. Purif. Technol., 2009, 69(3):262-268.
[5] van der Star W R L, Abma W R, Blommers D, et al. Startup ofreactors for anoxic ammonium oxidation:Experiences from the first full-scale anammox reactor in Rotterdam[J]. Water Res., 2007, 41(18):4149-4163.
[6] Zhang X L, Shan L, Xu C. Effect of shear stress on activated sludge granular in sequencing batch reactor[J]. Energy Procedia, 2011, 11(1):2121-2126.
[7] 国家环境保护总局. 水和废水检测分析方法[M]. 4版. 北京:中国环境科学出版社, 2002:102-284.
[8] Wang X H, Zhang H M, Yang F L, et al. Improved stability andperformance of aerobic granules under stepwise increased selection pressure[J]. Enzyme Microb. Tech., 2007, 41(3):205-211.
[9] Bhunia P, Ghangrekar M M. Required minimum granule size inUASB reactor and characteristics variation with size[J]. BioresourceTechnol., 2007, 98(5):994-999. |