DENSITY CURRENTS AND SHEAR-INDUCED FLOCCULATION IN SEDIMENTATION TANKS

被引:100
作者
LYN, DA
STAMOU, AI
RODI, W
机构
[1] NATL TECH UNIV ATHENS,DEPT CIVIL ENGN,GR-147 ATHENS,GREECE
[2] UNIV KARLSRUHE,INST HYDROMECH,W-7500 KARLSRUHE,GERMANY
来源
JOURNAL OF HYDRAULIC ENGINEERING-ASCE | 1992年 / 118卷 / 06期
关键词
D O I
10.1061/(ASCE)0733-9429(1992)118:6(849)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A numerical model for the computation of turbulent flows in sedimentation tanks is presented. Based on a nonorthogonal grid formulation, it can handle fairly arbitrary two-dimensional geometrics. It solves the full two-dimensional elliptic governing flow equations with the k-epsilon turbulence model. Effects on momentum, as well as turbulent kinetic energy balances, due to sediment-induced density currents are taken into account. Solids with a broad settling velocity distribution are treated by considering different settling velocity classes. A simple flocculation model assuming only turbulent shear-induced flocculation is formulated, and the importance of this cause of flocculation is examined. Predicted velocity and concentration profiles and removal efficiencies are compared with observations in a tertiary settling basin in Sweden. Results suggest that the flow field is significantly changed by seemingly small density differences. that shear-induced flocculation is relatively unimportant, and that the influent settling velocity distribution is critical for accurately predicting of removal efficiencies.
引用
收藏
页码:849 / 867
页数:19
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