One-dimensional modelling of the secondary clarifier-factors affecting simulation in the clarification zone and the assessment of the thickening flow dependence.
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Benedek Gy Plósz | Karim Essemiani | Jens Meinhold | B. Plósz | M. Weiss | K. Essemiani | J. Meinhold | C. Printemps | Michael Weiss | Cyril Printemps
[1] G. Ekama,et al. Comparison of the 1D flux theory with a 2D hydrodynamic secondary settling tank model. , 2004, Water science and technology : a journal of the International Association on Water Pollution Research.
[2] Ilse Smets,et al. SENSITIVITY ANALYSIS OF A ONE-DIMENSIONAL CONVECTION-DIFFUSION MODEL FOR SECONDARY SETTLING TANKS , 2004 .
[3] Sohrab Rohani,et al. Dynamic and steady-state sedimentation of polydisperse suspension and prediction of outlets particle-size distribution , 2004 .
[4] K. Essemiani,et al. CFD modelling of sludge sedimentation in secondary clarifiers , 2006 .
[5] Stefan Diehl,et al. Operating charts for continuous sedimentation I: Control of steady states , 2001 .
[6] Michael Knudson Stenstrom,et al. A DYNAMIC MODEL AND COMPUTER COMPATIBLE CONTROL STRATEGIES FOR WASTEWATER TREATMENT PLANTS , 1976 .
[7] Hans Vangheluwe,et al. WEST: modelling biological wastewater treatment , 2003 .
[8] P. Krebs,et al. Denitrification in secondary clarifiers , 1995 .
[9] I. Takács. A dynamic model of the clarification-thickening process , 1991 .
[10] W. Verstraete,et al. On-line quantification of settling properties with in-sensor-experiments in an automated settlometer , 1996 .
[11] Christopher G. Uchrin,et al. Modeling and simulation of compressive gravity thickening of activated sludge , 1989 .
[12] J. D. Clercq,et al. Batch and continuous settling of activated sludge: in-depth monitoring and 1D compression modelling , 2006 .
[13] Stefan Diehl,et al. Operating Charts for Continuous Sedimentation II: Step Responses , 2005 .
[14] P A Vanrolleghem,et al. A new one-dimensional clarifier model--verification using full-scale experimental data. , 2003, Water science and technology : a journal of the International Association on Water Pollution Research.
[15] Ulf Jeppsson,et al. An evaluation of a dynamic model of the secondary clarifier , 1996 .
[16] G. J. Kynch. A theory of sedimentation , 1952 .
[17] Raimund Bürger,et al. On an extended clarifier-thickener model with singular source and sink terms , 2006 .
[18] S. Svoronos,et al. One-dimensional modeling of secondary clarifiers using a concentration and feed velocity-dependent dispersion coefficient , 1996 .
[19] David Jenkins,et al. Activated Sludge Separation Problems: Theory, Control Measures, Practical Experience , 2006 .
[20] Benedek G. Plósz,et al. Suction-lift sludge removal and non-Newtonian flow behaviour in circular secondary clarifiers: Numerical modelling and measurements , 2007 .
[21] Ulf Jeppsson,et al. A model of the settler coupled to the biological reactor , 1998 .
[22] Peter Krebs. Modellierung und Verbesserung der Strömung in Nachklärbecken , 1991 .
[23] Raimund Bürger,et al. A Model of Continuous Sedimentation of Flocculated Suspensions in Clarifier-Thickener Units , 2005, SIAM J. Appl. Math..
[24] Stefan Diehl,et al. Operating Charts for Continuous Sedimentation III: Control of Step Inputs , 2006 .
[25] D. S. Parker,et al. REVIEW OF FOLKLORE IN DESIGN AND OPERATION OF SECONDARY CLARIFIERS , 2001 .
[26] John A. Nelder,et al. A Simplex Method for Function Minimization , 1965, Comput. J..