A numerical model of a rectangular settling tank is used to study the importance of selective variables on the settling process while demonstrating the capabilities of the computer simulation. The computer model follows the spatial and temporal development of the influent particle size distribution toward the outlet of the tank based on the fundamental mechanisms which govern particle motion and growth. It is shown that both the removal efficiency of a flocculating suspension and the effluent particle size distribution are influenced strongly by the mass concentration in the inflow, the influent particle size distribution, the floc size-density relationship, and the collision efficiencies of the particles. It is suggested that future ...
A new perspective on the modelling of settling behaviour in water resource recovery facilities is in...
Sedimentation tanks are designed for removal of floating solids in water flowing through the water t...
A quasi-one-dimensional model of the process of continuous sedimentation in clarifier-thickeners (se...
A numerical model of a rectangular settling tank is used to study the importance of selective varia...
A method for the numerical simulation of a rectangular sedimentation basin operating under steady o...
A theoretical and experimental study was made of the quiescent settling of the particles of a suspen...
Numerical models for the prediction of turbulent flow field and suspended solid distribution in sedi...
Computerised interpolation algorithms as well as the empirical model for analysing the flocculent se...
The process of particle sedimentation in a three-dimensional longitudinal basin in a water treatment...
Coagulation, in the physical context, is looked upon here first from the fundamental perspective of ...
A study of the behaviour of sedimentation basins was conducted using both numerical and experimental...
This study describes the development and application of a mathematical model of the two-phase flow r...
Secondary sedimentation tanks are one of the most important parts of water treatment plants. In thes...
This paper considers the well-documented theory for the design of sedimentation tanks. The differenc...
A new perspective on the modelling of settling behaviour in water resource recovery facilities is in...
A new perspective on the modelling of settling behaviour in water resource recovery facilities is in...
Sedimentation tanks are designed for removal of floating solids in water flowing through the water t...
A quasi-one-dimensional model of the process of continuous sedimentation in clarifier-thickeners (se...
A numerical model of a rectangular settling tank is used to study the importance of selective varia...
A method for the numerical simulation of a rectangular sedimentation basin operating under steady o...
A theoretical and experimental study was made of the quiescent settling of the particles of a suspen...
Numerical models for the prediction of turbulent flow field and suspended solid distribution in sedi...
Computerised interpolation algorithms as well as the empirical model for analysing the flocculent se...
The process of particle sedimentation in a three-dimensional longitudinal basin in a water treatment...
Coagulation, in the physical context, is looked upon here first from the fundamental perspective of ...
A study of the behaviour of sedimentation basins was conducted using both numerical and experimental...
This study describes the development and application of a mathematical model of the two-phase flow r...
Secondary sedimentation tanks are one of the most important parts of water treatment plants. In thes...
This paper considers the well-documented theory for the design of sedimentation tanks. The differenc...
A new perspective on the modelling of settling behaviour in water resource recovery facilities is in...
A new perspective on the modelling of settling behaviour in water resource recovery facilities is in...
Sedimentation tanks are designed for removal of floating solids in water flowing through the water t...
A quasi-one-dimensional model of the process of continuous sedimentation in clarifier-thickeners (se...