Experimental analysis and simulation of settling process

被引:13
作者
Flamant, O
Cockx, A
Guimet, V
Doquang, Z
机构
[1] Lab Ingn Procedes Environm, F-31077 Toulouse 04, France
[2] Suez Environm CIRSEE, Le Pecq, France
关键词
CFD; settling model; Takacs velocity model; settling batch curve; advection equation; parameter estimation; PIV measurements;
D O I
10.1205/095758204323162337
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
This study focuses on the settling step (solid liquid gravity-driven separation) in conventional drinking water treatment plants. A numerical model is presented here to simulate settler performance. The model takes into account the presence of sludge by adding a one-dimensional settling source term. Before applying the computational fluid dynamics (CFD) tool on the pilot settler, the method was first tested with the well-published experimental batch settling results (the Kynch tests). An advection equation was solved by a finite difference method and validated experimentally. The comparison between batch and numerical settling curves gave a sludge parameter estimation of the Takacs settling velocity model. The coupling of this model with CFD was implemented in ESTET-ASTRID(R) software. Initial results on an industrial application demonstrate the model efficiency. A lab-scale pilot dedicated to the validation of the CFD model is described and hydrodynamics results on clear water are presented in this paper. Velocities measurements are obtained by PIV technique in order to obtain a complete velocity mapping in the tank.
引用
收藏
页码:312 / 318
页数:7
相关论文
共 16 条
[1]   MULTI-POINT OPTICAL MEASUREMENTS OF SIMULTANEOUS VECTORS IN UNSTEADY FLOW - A REVIEW. [J].
Adrian, R.J. .
International Journal of Heat and Fluid Flow, 1986, 7 (02) :127-145
[2]  
[Anonymous], 1997, Secondary Settling Tanks: Theory, Modelling, Design, and Operation
[3]   CALIBRATION OF A COMPRESSIVE GRAVITY THICKENING MODEL FROM A SINGLE BATCH SETTLING CURVE [J].
CACOSSA, KF ;
VACCARI, DA .
WATER SCIENCE AND TECHNOLOGY, 1994, 30 (08) :107-116
[4]   SETTLING VELOCITY MODEL OF ACTIVATED-SLUDGE [J].
CHO, SH ;
COLIN, F ;
SARDIN, M ;
PROST, C .
WATER RESEARCH, 1993, 27 (07) :1237-1242
[5]   A MODIFICATION OF THE KYNCH THEORY OF SEDIMENTATION [J].
CONCHA, F ;
BUSTOS, MC .
AICHE JOURNAL, 1987, 33 (02) :312-315
[6]  
EDELINE F, 1996, EPURATION PHYS CHIM, pCH3
[7]   A THEORY OF SEDIMENTATION [J].
KYNCH, GJ .
TRANSACTIONS OF THE FARADAY SOCIETY, 1952, 48 (02) :166-176
[8]  
Rosenfeld A., 1982, Digital Picture Processing, V1/2
[9]  
Rosenfeld A, 1982, DIGITAL PICTURE PROC, V2
[10]   A DYNAMIC-MODEL OF THE CLARIFICATION THICKENING PROCESS [J].
TAKACS, I ;
PATRY, GG ;
NOLASCO, D .
WATER RESEARCH, 1991, 25 (10) :1263-1271