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第 5 期 李自改等：污水处理厂二沉池数值模型研究进展 · 1539 ·

computational fluid dynamics study: part I. circular secondary sustained-release dephosphorization tablets to a small wastewater
settling tanks[J]. Water Environment Research，2020 ，92 （4 ） ： treatment plant[J]. Journal of Environmental Engineering
541-550. Technology，2013，3（6）：527-531.
［ 2 ］ GAO H W, STENSTROM M K. The influence of wind in ［17］ BÜRGER R. Phenomenological foundation and mathematical
secondary settling tanks for wastewater treatment: a theory of sedimentation-consolidation processes[J]. Chemical
computational fluid dynamics study: part II. rectangular Engineering Journal，2000，80（1/2/3）：177-188.
secondary settling tanks[J]. Water Environment Research，2020， ［18］ KINNEAR D J. Biological solids sedimentation: a model
92（4）：551-561. incorporating fundamental settling parameters[D]. Salt Lake City:
［ 3 ］ 刘朝晖. 四溴双酚A废水生化处理的工程研究及设计[D]. 天 University of Utah, 2002.
津: 天津大学, 2017. ［19］ de CLERCQ J, NOPENS I, DEFRANCQ J, et al. Extending and
［ 4 ］ NOPENS I, BATSTONE D J, GRIBORIO A, et al. calibrating a mechanistic hindered and compression settling
Computational fluid dynamics (CFD): what is good CFD- model for activated sludge using in-depth batch experiments[J].
modeling practice and what can be the added value of CFD Water Research，2008，42（3）：781-791.
models to WWTP modeling[J]. Proceedings of the Water ［20］ PLÓSZ B G, WEISS M, PRINTEMPS C, et al. One-dimensional
Environment Federation，2012，2012（7）：7400-7405. modelling of the secondary clarifier-factors affecting simulation
［ 5 ］ VESILIND P A. Design of prototype thickeners from batch in the clarification zone and the assessment of the thickening flow
settling tests[J]. Water Sewage Works，1968，115（7）：302-307. dependence[J]. Water Research，2007，41（15）：3359-3371.
［ 6 ］ TAKÁCS I, PATRY G G, NOLASCO D. A dynamic model of ［21］ PLÓSZ B G, DE CLERCQ J, NOPENS I, et al. Shall we upgrade
the clarification-thickening process[J]. Water Research，1991， one-dimensional secondary settler models used in WWTP
25（10）：1263-1271. simulators: an assessment of model structure uncertainty and its
［ 7 ］ WICKLEIN E A, SAMSTAG R W. Comparing commercial and propagation[J]. Water Science and Technology:a Journal of the
transport CFD models for secondary sedimentation[J]. International Association on Water Pollution Research，2011，
Proceedings of the Water Environment Federation，2009， 63（8）：1726-1738.
2009（10）：6066-6081. ［22］ GUO L S, ZHANG D J, XU D Y, et al. An experimental study of
［ 8 ］ de CLERCQ B. Computational fluid dynamics of settling tanks: low concentration sludge settling velocity under turbulent
development of experiments and rheological, settling, and condition[J]. Water Research，2009，43（9）：2383-2390.
scraper submodels[D]. Belgium: Ghent University, 2003. ［23］ ABUSAM A, KEESMAN K J. Dynamic modeling of sludge
［ 9 ］ LIU X F, GARCÍA M H. Computational fluid dynamics compaction and consolidation processes in wastewater secondary
modeling for the design of large primary settling tanks[J]. Journal settling tanks[J]. Water Environment Research，2009，81（1）：51-
of Hydraulic Engineering，2011，137（3）：343-355. 56.
［10］ KARPINSKA A M, BRIDGEMAN J. CFD-aided modelling of ［24］ RENKO E K. Modelling hindered batch settling: part I. a model
activated sludge systems: a critical review[J]. Water Research， for linking zone setting velocity and stirred sludge volume
2016，88：861-879. index[J]. Water S A，1998，24（4）：325-330.
［11］ BURT D. Improved design of settling tanks using an extended ［25］ DIEHL S, ZAMBRANO J, CARLSSON B. Steady-state analysis
drift flux model[R]. Bristol: University of Bristol. DOI: 10. of activated sludge processes with a settler model including
13140/RG.2.1.5109.2082. sludge compression[J]. Water Research，2016，88：104-116.
［12］ KYNCH G J. A theory of sedimentation[J]. Transactions of the ［26］ ZHANG Y K, YIN X F, HE Z J, et al. Modeling the activated
Faraday Society，1952，48：166-176. sludge: thickening process in secondary settlers[J]. International
［13］ XANTHOS S, RAMALINGAM K, LIPKE S, et al. Journal of Environmental Research and Public Health，2015，
Implementation of CFD modeling in the performance assessment 12（12）：15449-15458.
and optimization of secondary clarifiers: the PVSC case study[J]. ［27］ ZHANG Y K, WANG H C, QI L, et al. Simple model of sludge
Water Science and Technology，2013，68（9）：1901-1913. thickening process in secondary settlers[J]. Frontiers of
［14］ XANTHOS S, GONG M W, RAMALINGAM K, et al. Environmental Science & Engineering，2016，10（2）：319-326.
Performance assessment of secondary settling tanks using CFD ［28］ RAMIN E, WÁGNER D S, YDE L, et al. A new settling velocity
modeling[J]. Water Resources Management，2011，25（4）：1169- model to describe secondary sedimentation[J]. Water Research，
1182. 2014，66：447-458.
［15］ VERMA S, PRASAD B, MISHRA I M. Pretreatment of ［29］ BAKIRI Z, NACEF S. Development of an improved model for
petrochemical wastewater by coagulation and flocculation and settling velocity and evaluation of the settleability
the sludge characteristics[J]. Journal of Hazardous Materials， characteristics[J]. Water Environment Research，2020 ，92 （7 ） ：
2010，178（1/2/3）：1055-1064. 1089-1098.
［16］ 许春莲, 王文君, 胡学东, 等.缓释型除磷药剂在小型污水处理 ［30］ XU G H, YIN F J, XU Y J, et al. A force-based mechanistic
装置中的应用[J]. 环境工程技术学报，2013，3（6）：527-531. model for describing activated sludge settling process[J]. Water
XU C L, WANG W J, HU X D, et al. The application of Research，2017，127：118-126.