3T. B. Onnerth, M. K. Nielsen, C. Stamer. Advanced computer control based on real and software sensors[J]. Water Science and Technology, 1996,33(1): 237-245.
4G.A Ekama, P Marais. Assessing the applicability of the 1D flux theory to full-scale secondary settling tank design with a 2D hydrodynamic model[J]. Water Research, 2004,38(3):495-505.
5JR Messenger, JC Smith, MJ Tetreauh. The use of dynamic BNR and two-dimensional clarifier modeling to investigate nitrogen removal at eastern treatment plant, Melbourne, Australia [J]. Water Science and Technology, 39(6):89-96.
6Wesner G M,Culp G L,Lineco T S,et al. Encrgy conservation in municipal wastewatertreatment. Washington D C:Office of Water Program Operations,EPA. Prepared for the U. S. Environmental Protection Agency, EPA 430/9-77-011,1978.
7Darlsson I. Environmental and energy efficiency of different sewage treatment processes. Wat Sci Tech, 1996, 34 (3 - 4): 203-211.
8羊寿生.城市污水处理厂的能源消耗[J].给水排水,1984,.
9Water Environment Federation. Energy Conservation in Wastewater Treatment Facilities. Alexandin,USA, 1977.
