A model of the settler coupled to the biological reactor

被引:45
作者
Diehl, S
Jeppsson, U
机构
[1] Lund Inst Technol, Dept Math, S-22100 Lund, Sweden
[2] Lund Inst Technol, Dept Ind Elect Engn & Automat, S-22100 Lund, Sweden
关键词
activated sludge process; clarification; mathematical modeling; one-dimensional model; secondary clarifier; sedimentation; settler; thickening;
D O I
10.1016/S0043-1354(97)00048-1
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
A dynamic simulation model of the entire activated sludge process is presented. For the biological reactor the standard model by IAWQ, the Activated Sludge Model No. 1, is used, and for the continuous sedimentation in the secondary clarifier a;new one-dimensional model based on the theory of non-linear partial differential equations is presented. What is new with the settler model is :hat the numerical algorithm is derived only from the conservation law and the constitutive batch settling Bur assumption by Kynch (1952), without using any further ad hoc assumption (heuristics). The model includes the prediction of the concentrations of all biological components of the particulate and soluble material within and at the outlets of the settler. Effects such as hydrodynamics, biological activity and compression in the settler are not taken into account. It is shown how the analytical formulae for a steady-state solution in the settler can be used to obtain a steady-state solution for the entire system, The main aim of the paper is to present how mathematical solutions within the solids flux theory can be implemented. (C) 1998 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:331 / 342
页数:12
相关论文
共 28 条
[1]  
[Anonymous], 1987, 1 IAWQ
[2]  
[Anonymous], DYNAMIC MODELLING EX
[3]  
ASPEGREN H, 1995, THESIS LUND I TECHNO
[4]   THE RESOLUTION OF SHOCKS AND THE EFFECTS OF COMPRESSIBLE SEDIMENTS IN TRANSIENT SETTLING [J].
AUZERAIS, FM ;
JACKSON, R ;
RUSSEL, WB .
JOURNAL OF FLUID MECHANICS, 1988, 195 :437-462
[5]   CONTROL OF A SURFACE OF DISCONTINUITY IN CONTINUOUS THICKNESS [J].
BARTON, NG ;
LI, CH ;
SPENCER, SJ .
JOURNAL OF THE AUSTRALIAN MATHEMATICAL SOCIETY SERIES B-APPLIED MATHEMATICS, 1992, 33 :269-289
[6]   SETTLING VELOCITY MODEL OF ACTIVATED-SLUDGE [J].
CHO, SH ;
COLIN, F ;
SARDIN, M ;
PROST, C .
WATER RESEARCH, 1993, 27 (07) :1237-1242
[7]   AN ASYMPTOTIC DESCRIPTION OF TRANSIENT SETTLING AND ULTRAFILTRATION OF COLLOIDAL DISPERSIONS [J].
DAVIS, KE ;
RUSSEL, WB .
PHYSICS OF FLUIDS A-FLUID DYNAMICS, 1989, 1 (01) :82-100
[8]  
Diehl S, 1997, MATH METHOD APPL SCI, V20, P1345
[9]   A conservation law with point source and discontinuous flux function modelling continuous sedimentation [J].
Diehl, S .
SIAM JOURNAL ON APPLIED MATHEMATICS, 1996, 56 (02) :388-419
[10]   Dynamic and steady-state behavior of continuous sedimentation [J].
Diehl, S .
SIAM JOURNAL ON APPLIED MATHEMATICS, 1997, 57 (04) :991-1018