WANG Yajun. Analysis and Improvement of Mixed Particle Swarm Percolation Process in Biofiltration System[J]. Bulletin of Soiland Water Conservation, 2017, 37(3): 329-333.
DOI:
WANG Yajun. Analysis and Improvement of Mixed Particle Swarm Percolation Process in Biofiltration System[J]. Bulletin of Soiland Water Conservation, 2017, 37(3): 329-333. DOI: 10.13961/j.cnki.stbctb.2017.03.056.
Analysis and Improvement of Mixed Particle Swarm Percolation Process in Biofiltration System
[Objective] To accurately master the variation law of the filtration flow field
and to provide a theoretical reference for the deeper understanding of the change in the flow in the biofiltration system.[Methods] Based on the particle swarm pressure expansion theory
characteristics of the infiltration were studied mainly in consideration of the fluid-solid coupling effect.[Results] A four stage hypothesis in the percolation process of the biofiltration system was put forward and verified by the experiment.[Conclusion] Either for the process of water seepage or sewage seepage
the permeability coefficients changed from falling to rising and then decreasing
which is caused by the particle swarm pressure expansion.
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许保玖,龙腾锐.当代给水与废水处理原理[M].2版.北京,高等教育出版社,2000,78.
Coustumer S L, Fletcher T D, Deletic A, et al. The influence of design parameters on clogging of stormwater biofilters:A large-scale column study[J]. Water Research, 2012,46(20):6743-6752.
Kandra H, Mccarthy D, Fletcher T D, et al. Assessment of clogging phenomena in granular filter media used for stormwater treatment[J]. Journal of Hydrology, 2014,512(4):518-527.
Coustumer S L, Fletcher T D, Deletic A, et al. Hydraulic performance of biofilter systems for stormwater management:Influences of design and operation[J]. Journal of Hydrology, 2009,376(1/2):16-23.
Zinger Y, Blecken G T, Fletcher T D, et al. Optimising nitrogen removal in existing stormwater biofilters:Benefits and tradeoffs of a retrofitted saturated zone[J]. Ecological Engineering, 2013,51(2):75-82.
Glaister B J, Fletcher T D, Cook P L, et al. Co-optimisation of phosphorus and nitrogen removal in stormwater biofilters:The role of filter media, vegetation and saturated zone[J]. Water Science & Technology, 2014,69(9):1961-1969.
Payne E G, Fletcher T D, Russell D G, et al. Temporary storage or permanent removal? The division of nitrogen between biotic assimilation and denitrification in stormwater biofiltration systems[J]. PloS one, 2014,9(3):1-12.
Jones J. H. and Taylor G. S. Septic tank effluent percolation through sands under laboratory conditions[J].Soil Science,1965,99(5):310-309.
Blazejewski R, Muratalazejewska S. Soil clogging phenomena in constructed wetlands with surface flow[J]. Water Science and Technology, 1997,35(5):183-188.
Payne E G I, Hatt B E, Deletic A, et al. Adoption Guidelines for Stormwater Biofiltration Systems[M]. Melbourne, Australia:Cooperative Research Centre for Water Sensitive Cities, 2015.
Duran J. Sands, Powders, and Grains:An Introduction to the Physics of Granular Materials[M]. New York:Springer, 2000.
Reschke T. Schriftenreihe der zementindustrie62/2006[M]. Dusseldorf:Verlag Bau Technik GmbH, 2000.
乔龄山.水泥堆积密度理论计算方法介绍[J].水泥,2007(7):1-7.
李圭白,张杰.水质工程学[M].北京:中国建筑工业出版社,2005:148-149.
Kehat E, Lin A, Kaplan A. Clogging of filter media[J]. Industrial & Engineering Chemistry Process Design and Development, 1967,6(1):48-55.