[1] HENZE M,LESLIE GRADY C P,GUJER W,et al.A general model for single-sludge wastewater treatment systems[J].Water Research,1987,21(5):505-515.
[2] GUJER W,HENZE M,MINO T,et al.The activated sludge model No.2:Biological phosphorus removal[J].Water Science and Technology,1995,31(2):1-11.
[3] HENZE M,GUJER W,MINO T,et al.Activated sludge model No.2D ASM2D[J].Water Science and Technology,1999,39(1):165-182.
[4] GUJER W,HENZE M,MINO T,et al.Activated sludge model No.3[J].Water Science and Technology,1999,39(1):183-193.
[5] VAN VELDHUIZEN H M,VAN LOOSDRECHT M C M.Modeling biological phosphorus and nitrogen removal in a full scale activated sludge process[J].Water Research,1999,33(16):3459-3468.
[6] PAI T Y,CHANG H Y,WAN T J,et al.Using an extended activated sludge model to simulate nitrite and nitrate variations in TNCU2 process[J].Applied Mathematical Modelling,2009,33(11):4259-4268.
[7] VINICIUS CUNHA MACHADO,JAVIER LAFUENTE,JUAN ANTONIO BAEZA.Activated sludge model 2d calibration with full-scale WWTP data:comparing model parameter identifiability with influent and operational uncertainty[J].Bioprocess and Biosystems Engineering,2014,37:1271-1287.
[8] 姚重华,汪喜生,许洲,等.UniTank流程反应池曝气时间优化研究[J].水工业市场,2008(7):41-45. YAO C H,WANG X S,XU Z,et al.Study on aeration time optimization of UniTank process[J].Water-Industry Market,2008(7):41-45.
[9] 李佟,李军,朱向东,等.利用ASM2D模型模拟高碑店污水处理厂的工艺运行[J].中国给水排水,2010,26(3):39-41. LI T,LI J,ZHU X D,et al.Simulation of treatment process and operation of Beijing Gaobeidian WWTP using ASM2D model[J].China Water & Wastewater,2010,26(3):39-41.
[10] 朱政豫,王如意,李咏梅.ASM1耦合曝气模型对污水处理厂的模拟研究[J].环境科学学报,2013(6):1629-1636. ZHU Z Y,WANG R Y,LI Y M.Aeration model coupled with ASM1:Case study for wastewater treatment plant[J]. Acta Scientiae Circumstantiae,2013(6):1629-1636.
[11] GURKAN SIN,STIJN W H VAN HULLE,DIRK J W DE PAUW,et al.A critical comparison of systematic calibration protocols for activated sludge models:a SWOT analysis[J].Water Research,2005(39):2459-2474.
[12] BIXIO D,PARMENTIER G,ROUSSEAU D,et al.A quantitative risk analysis tool for design/simulation of wastewater treatment plants[J].Water Science and Technology,2002,46(4/5):157-167.
[13] GUJER W.Activated sludge modelling:past,present and future[J].Water Science and Technology,2006,53(3):111-119.
[14] BECK M B.Water quality modelling:a review of the analysis of uncertainty[J].Water Resource Research,1987,23(8):1393-1442.
[15] BERTHOUEX PAUL M, POLKOWSKI LAWRENEE B.Optimum waste treatment plant design under uncertainty[J].Journal of Water Pollution Control Federation,1970,42(9):1589-1613.
[16] TARRER A R,KOPPEL L B,LIM H C,et al.Optimal activated sludge design under uncertainty[J].Journal of the Environmental Engineering Division,ASCE,1976,102:657-673.
[17] ARISTOTELIS Mantoglou,GEORGE Kourakos. Optimal groundwater remediation under uncertainty using multi-objective optimization[J].Water Resources Management,2007,21:835-847.
[18] FRENI G,MANNINA G,VIVIANI G.Uncertainty in urban stormwater quality modelling:the effect of acceptability threshold in the GLUE methodology[J].Water Research,2008,42(8/9):2061-2072.
[19] LIU R M,SUN C C,HAN Z X,et al.Water environmental capacity calculation based on uncertainty analysis:a case study in the Baixi watershed area, China[J].Procedia Environmental Sciences,2012,13:1728-1738.
[20] MIRZAEI M,HUANG Y F,EL-SHAFIE A,et al.Application of the generalized likelihood uncertainty estimation (GLUE) approach for assessing uncertainty in hydrological models:a review[J].Stochastic Environmental Research and Risk Assessment,2015,29:1265-1273.
[21] HELTON J C,DAVIS F J.Illustration of sampling-based methods for uncertainty and sensitivity analysis[J].Risk Analysis,2002,22(3):591-622.
[22] HELTON J C,DAVIS F J.Latin hypercube sampling and the propagation of uncertainty in analyses of complete systems[J].Reliability Engineering & System Safety,2003,81(1):23-69.
[23] BEVEN K,BINLEY A M.The future of distributed models:model calibration and uncertainty prediction[J].Hydrological Processes,1992,6(3):279-298.
[24] BERTHOUEX PAUL M,POLKOWSKI LAWRENEE B.Optimum waste treatment plant design under uncertainty[J].Journal of Water Pollution Control Federation,1970,42(9):1589-1613.
[25] WALKER W E,HARREMOES P,ROTMANS J,et al.Defining uncertainty a conceptual basis for uncertainty management in model-based decision support[J].Integrated Assessment,2003,4(1):5-17.
[26] REFSGAARD J C,VAN DER SLUIJS J P,LAJER HØJBERG A,et al.Uncertainty in the environmental modelling process-a framework and guidance[J].Environmental Modelling & Software,2007(22):1543-1556.
[27] BELIA E,AMERLINCK Y,BENEDETTI L,et al.Wastewater treatment modelling:dealing with uncertainties[J].Water Science and Technology,2009,60(8):1929-1941.
[28] SIN G,GERNAEY K V,NEUMANN M B,et al.Global sensitivity analysis in wastewater treatment plant model applications:prioritizing sources of uncertainty[J].Water Research,2011,45:639-651.
[29] BRUN R,KUHNI M,SIEGRISTA H,et al.Practical identifiability of ASM2d parameters-systematic selection and tuning of parameter subsets[J].Water Research,2002,36:4113-4127.
[30] 董姗燕,姚重华.单级活性污泥过程数学模型ASM2D参数的灵敏度分析[J].环境化学,2005,24(2):129-133. DONG S Y,YAO C H.Sensitivity analysis for the parameters in ASM2D[J].Environmental Chemistry,2005,24(2):129-133.
[31] RUANO M V,RIBES J,DE PAUW D J W,et al.Parameter subset selection for the dynamic calibration of activated sludge models (ASMs):experience versus systems analysis[J].Water Science and Technology,2007,56(8):107-115.
[32] PETERSEN B,GERNAEY K,HENZE M,et al. Evaluation of an ASM1 model calibration procedure on a municipal-industrial wastewater treatment plant[J]. Journal of Hydroinformatics,2002,4(1):15-38.
[33] HULSBEEK J J W,KRUIT J,ROELEVELD,et al. A practical protocol for dynamic modelling of activated sludge systems[J]. Water Science and Technology,2002,45(6):127-136.
[34] MELCER H,DOLD P L,JONES R M,et al. Methods for wastewater characterization in activated sludge modeling[R].Water Environment Research Foundation(WERF),Alexandria,VA,USA,2003.
[35] LANGERGRABER G,RIEGER L,WINKLER S,et al. A guideline for simulation studies of wastewater treatment plants[J]. Water Science and Technology,2004,50(7):131-138.
[36] FLORES-ALSINA X,RODRIGUEZ-RODA I,SIN G,et al. Multi-criteria evaluation of wastewater treatment plant control strategies under uncertainty[J].Water Research,2008,42:4485-4497.
[37] SIN G,GERNAEY K V,NEUMANN M B,et al.Uncertainty analysis in WWTP model applications:a critical discussion using an example from design[J].Water Research,2009,43:2894-2906.
[38] GIORGIO M,ALIDA C,GASPARE V.Uncertainty assessment of a model for biological nitrogen and phosphorus removal:application to a large wastewater treatment plant[J].Physics and Chemistry of the Earth,2012,42/43/44:61-69.
[39] LORENZO B,DAVIDE B,FILIP C,et al.Tools to support a model-based methodology for emission/immission and benefit/cost/risk analysis of wastewater systems that considers uncertainty[J]. Environmental Modelling & Software,2008,23:1082-1091.
[40] ROUSSEAU D,VERDONCK F,MOERMAN O,et al.Development of a risk assessment based technique for design/retrofitting of WWTPs[J].Water Science and Technology,2001,43(7):287-294.
[41] 林玉鹏,曾光明.考虑不确定性因素影响的城市污水处理厂优化设计模型研究(Ⅰ)[J].湖南大学学报(自然科学版),2000,27(4):94-100. LIN Y P,ZENG G M.Study on optimal design model for city wastewater treatment plant considering the effect of uncertainty (Ⅰ)[J].Journal of Hunan University (Natural Sciences Edition),2000,27(4):94-100.
[42] 王玲玲,曾光明,黄国和,等.考虑不确定性因素影响的污水处理工艺选择[J].湖南大学学报(自然科学版),2006,33(6):115-118. WANG L L,ZENG G M,HUANG G H,et al.Selection of technology for sewage treatment considering the effect of uncertainty[J].Journal of Hunan University (Natural Sciences Edition),2006,33(6):115-118.
[43] COPP J B.The COST simulation benchmark:description and simulator manual[M]. Luxembourg:Office for Official Publications of the European Community,2002.
[44] JEPPSSON U,PONS M N,NOPENS I,et al.Benchmark simulation model No2:general protocol and exploratory case studies[J].Water Science and Technology,2007,56(8):67-78.
[45] SOROOSH S,SUDHIR M,IMRE T,et al. Probabilistic parameter estimation of activated sludge processes using Markov Chain Monte Carlo[J]. Water Research,2014,50:254-266. |