INFLUENCE OF SKIRT RADIUS ON PERFORMANCE OF CIRCULAR CLARIFIER WITH DENSITY STRATIFICATION

被引:38
作者
ZHOU, SP
MCCORQUODALE, JA
机构
[1] Department of Civil and Environmental Engineering, University of Windsor, Windsor, Ontario
关键词
SECONDARY CLARIFIER; NUMERICAL MODEL; DENSITY CURRENTS; TURBULENCE; CIRCULAR TANK;
D O I
10.1002/fld.1650140804
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
A numerical model for predicting the velocity field and suspended solid distribution in a secondary circular clarifier with density difference is evaluated. The density effects are characterized by the inlet densimetric Froude number. This study focuses on the role of the reaction baffle position in the performance of the clarifiers. For a large-radius baffle and low densimetric Froude number an important phenomenon known as the density waterfall occurs in the inlet zone of the clarifiers. This was predicted by the numerical model and confirmed by the physical model tests. This model consists of a series of conservation equations for fluid mass and momentum and sediment concentration. The turbulent stresses are calculated by use of the eddy viscosity concept and the k-epsilon turbulence model. The study showed that the density waterfall results in high entrainment and high recirculation. A comparison of the solids concentration distribution for a tank with a small skirt radius to that with a large skirt radius shows that small skirt radius reduces the density waterfall effect and significantly improves the clarifier performance at low densimetric Froude numbers.
引用
收藏
页码:919 / 934
页数:16
相关论文
共 25 条
[1]   STRIP INTEGRAL METHOD APPLIED TO SETTLING TANKS [J].
ABDELGAWAD, SM ;
MCCORQUODALE, JA .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1984, 110 (01) :1-17
[2]  
Augustus M., 1985, CLARIFIER DESIGN
[3]  
CAMP TR, 1946, T AM SOC CIV ENG, V111, P895
[4]  
CELIK I, 1985, P INT S REF FLOW MOD, P641
[5]  
CELIK I, 1986, TRANSPORT SUSPENDED, P97
[6]  
CROSBY RM, 1984, EPA600284131 MUN ENV
[7]   MODELING SEDIMENT-INDUCED DENSITY CURRENTS IN SEDIMENTATION BASINS [J].
DEVANTIER, BA ;
LAROCK, BE .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1987, 113 (01) :80-94
[8]   MODELING A RECIRCULATING DENSITY-DRIVEN TURBULENT-FLOW [J].
DEVANTIER, BA ;
LAROCK, BE .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN FLUIDS, 1986, 6 (04) :241-253
[9]  
Dobbins W.E., 1944, T AM SOC CIV ENG, V109, P629, DOI DOI 10.1061/TACEAT.0005696
[10]  
GURNHAM GF, 1955, PRINCIPLES IND WASTE