1. 兰州理工大学 土木工程学院,甘肃,兰州,730050
2. 东南大学 土木工程学院,江苏,南京,210096
纸质出版:2017
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王亚军. 生物过滤系统中多级混合颗粒群渗流过程分析与完善[J]. 水土保持通报, 2017,37(3):329-333.
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.
王亚军. 生物过滤系统中多级混合颗粒群渗流过程分析与完善[J]. 水土保持通报, 2017,37(3):329-333. DOI: 10.13961/j.cnki.stbctb.2017.03.056.
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.
[目的] 准确掌握过滤渗流场的变化规律,为更深刻理解生物过滤系统中流态的变化提供理论参考。[方法] 利用颗粒群加压膨胀理论,基于对流固耦合效应和渗流特性进行研究。[结果] 提出了生物过滤系统渗流过程的4阶段假设,并通过试验验证了变化规律。[结论] 无论在清水和污水渗流过程中都出现的渗透系数由下降到上升再下降变化趋势,是由于颗粒群加压膨胀产生的原因。
[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.
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.
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