Citation: | Ya-jing SONG, Yue-bo XIE, Doddi YUDIANTO. 2012: Extended activated sludge model no. 1 (ASM1) for simulating biodegradation process using bacterial technology. Water Science and Engineering, 5(3): 278-290. doi: 10.3882/j.issn.1674-2370.2012.03.004 |
Akgerman, A., Autenrieth, R., and Bonner, J. 1992. In situ remediation through contaminant mobilization by vacuum stripping combined with biodegradation. Journal of Hazardous Materials, 32(2-3), 323-382. [doi: 10.1016/0304-3894(92)85101-6]
|
Arzayus, K. M., and Canuel, E. A. 2005. Organic matter degradation in sediments of the York River estuary: Effects of biological vs. physical mixing. Geochimica et Cosmochimica Acta, 69(2), 455-464. [doi: 10.1016/j.gca.2004.06.029]
|
Awadallah, R. M., Soltan, M. E., Shabeb, M. S. A., and Moalla, S. M. N. 1998. Bacterial removal of nitrate, nitrite and sulphate in wastewater. Water Research, 32(10), 3080-3084. [doi:10.1016/S0043-1354(98) 00069-4]
|
Chen, G., and White, P. A. 2004. The mutagenic hazards of aquatic sediments: A review. Reviews in Mutation Research, 567(2-3), 151-225. [doi: 10.1016/j.mrrev.2004.08.005]
|
Crites, R. W., Middlibrooks, E. J., and Reed, S. C. 2006. Natural Wastewater Treatment Systems. Boca Raton: CRC Press.
|
Garnier, G. J., Némry, J. N., Billen, G., and Théry, S. 2005. Nutrient dynamics and control of eutrophication in the Marne River system: Modelling the role of exchangeable phosphorus. Journal of Hydrology,304(1-4), 397-412. [doi: 10.1016/j.jhydrol.2004.07.040]
|
Henze, M., Gujer, W., Mino, T., Matsuo, T., Wentzel, C., Marais, G. V. R., and Van Loosdrecht, M. C. M. 1999. Activated sludge model no. 2D, ASM2D. Water Science and Technology, 39(1), 165-182. [doi:10.1016/ S0273-1223(98)00829-4]
|
Henze, M., Gujer, W., and Takashi, M. 2000. Activated Sludge Models ASM1, ASM2, ASM2D and ASM3 (Scientific and Technical Report). London: IWA Publishing.
|
Jeppsson, U. 1996. A General Description of the Activated Sludge Model No. 1 (ASM1): Modelling Aspects of Wastewater Treatment Processes. Lund: Lund Institute of Technology, Lund University.
|
Juang, D. F., and Chen, P. C. 2007. Treatment of polluted river water by a new constructed wetland. International Journal of Environmental Science and Technology, 4(4), 481-488.
|
Liao, J., Xie, Y. B., Zong, X. C., and Cao, G. J. 2008. Pilot study on treatment of complicated chemical industrial effluent with CABRM process. Pollution Control Technology, 21(1), 11-15. (in Chinese)
|
Malmqvist, B., and Rundle, S. 2002. Threats to the running water ecosystems of the world. Environmental Conservation, 29(2), 134-153. [doi: 10.1017/S0376892902000097]
|
Manning, R. 1891. On the flow of water in open channels and pipes. Transactions of the Institution of Civil Engineers of Ireland, 20, 161-207.
|
Maryns, F., and Bauwens, W. 1997. The application of the activated sludge model no. 1 to a river environment, Water Science and Technology, 36(5), 201-208. [doi: 10.1016/S0273-1223(97)00475-7]
|
Nie, Q. Y., Xie, Y. B., Zhuang, J., and She, L. L. 2008. Cyanobacteria control using microorganism. World Sci-Tech Research and Development, 30(4), 430-432. (in Chinese)
|
Reichert, P., Borchardt, D., Henze, M., Rauch, W., Shanahan, P., Somlyódy, L., and Vanrolleghem, P. 2001. River water quality model no. 1 (RWQM1), II: biochemical process equations. Water Science and Technology, 43(5), 11-30.
|
Richardson, C. J., and Qian, S. S. 1999. Long-term phosphorus assimilative capacity in freshwater wetlands: A new paradigm for sustaining ecosystem structure and function. Environmental Science and Technology, 33(10), 1545-1551. [doi: 10.1021/es980924a]
|
Schnoor, J. L. 1996. Environmental Modeling: Fate and Transport of Pollutants in Water, Air, and Soil. New York: John Wiley and Sons.
|
Stamou, A. I. 1994. Modelling oxidation ditches using the IAWPRC model with hydrodynamic effects. Water Science and Technology,30(2), 185-192.
|
Stamou, A. I. 1997. Modelling of oxidation ditches using an open channel flow 1-D advection-dispersion equation and ASM1 process description. Water Science and Technology, 36(5), 269-276. [doi:10.1016/ S0273-1223(97)00483-6]
|
Streeter, H. W., and Phelps, E. B. 1925. A study of the pollution and natural purification of the Ohio River, III: Factors concerned in the phenomena of oxidation and reaeration. Public Health Bulletin No. 146. Washionshon: U.S. Department of Health, Education, and Welfare, Public Health Service.
|
Wallis, S., and Manson, R. 2005. On the theoretical prediction of longitudinal dispersion coefficients in a compound channel. Water Quality Hazards and Dispersion of Pollutants, 69-84. Springer.
|
Walsh, C. J., Roy, A. H., Feminella, J. W., Cottingham, P. D., Groffman, P. M., and Morgan II, R. P. 2005. The urban stream syndrome: Current knowledge and the search for a cure. Journal of the North American Benthological Society, 24(3), 706-723. [doi: 10.1899/0887-3593(2005)024[0706:TUSSCK]2.0.CO;2]
|
Wilson, S. C., and Jones, K. C. 1993. Bioremediation of soil contaminated with polynuclear aromatic hydrocarbons (PAHs): A review. Environmental Pollution, 81(3), 229-249. [doi:10.1016/0269-7491(93) 90206-4]
|
Yudianto, D., and Xie, Y. B. 2010. Influences of limited ammonium nitrogen and water temperature on the urban stream restoration using bacterial technology: View from the perspective of numerical modeling. Journal of Water Resource and Protection, 2(3), 227-234. [doi: 10.4236/jwarp.2010.23026]
|
Zhou, J. B., Jiang, M. M., Chen, B., and Chen, G. Q. 2007. Emergy evaluations for constructed wetland and conventional wastewater treatments. Communications in Nonlinear Science and Numerical Simulation, 14(4), 1781-1789. [doi: 10.1016/j.cnsns.2007.08.010]
|