2004
DOI: 10.1016/j.ces.2004.07.023
|View full text |Cite
|
Sign up to set email alerts
|

Network simulation for deep bed filtration of Brownian particles

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
2
1

Citation Types

0
13
0

Year Published

2005
2005
2016
2016

Publication Types

Select...
6

Relationship

2
4

Authors

Journals

citations
Cited by 14 publications
(13 citation statements)
references
References 38 publications
0
13
0
Order By: Relevance
“…2. From those trajectories of influent particles in the network, the temporal variations of the effluent concentrations and the pressure drop in a filtration history can be obtained, 9 and therefore the values of the initial collection efficiency g 0 and the filter coefficient a shown in Eq. 1 can be determined consequently.…”
Section: Brownian Dynamics Simulationmentioning
confidence: 99%
See 1 more Smart Citation
“…2. From those trajectories of influent particles in the network, the temporal variations of the effluent concentrations and the pressure drop in a filtration history can be obtained, 9 and therefore the values of the initial collection efficiency g 0 and the filter coefficient a shown in Eq. 1 can be determined consequently.…”
Section: Brownian Dynamics Simulationmentioning
confidence: 99%
“…9 All pores in the network and particles in the influent are assumed to be of the Raleigh type size distribution. 10 Then, the pore size distribution can be assigned randomly to the bonds in the network as follows, and 0 \ a i \ 1 where the random number a i can be generated by using the standard computer software of IMSL, 11 r f and r mean are the radius of filter grains and the mean radius of pores, respectively.…”
Section: Network Modelmentioning
confidence: 99%
“…Similar to the previous papers by Ramarao et al [21] and by authors [8,9,22], with the consideration of the Brownian diffusion force in determining particle trajectories, the method of Brownian dynamics simulation is adopted in the present study. In this simulation method, the new position of the ith particle in the network model can be obtained by the integration of a Langevin type equation with a sufficient short time interval as follows [22],…”
Section: Brownian Dynamics Simulationmentioning
confidence: 93%
“…( Other symbol average value in their models, the particle's Brownian motion behavior was not considered. In our previous papers [8,9], we adopted the Brownian dynamic simulation method of solving Langevin type equations [10], and assumed that the porous media of the filter bed is unconsolidated, we had successfully tracked the motion of individual particles with Brownian motion behavior as they move through the filter bed, by using the 2-D models of the modified square network and the triangular network, respectively. From which, the temporal variations of the permeability reduction and the pressure drop, either caused by the straining or by the direct deposition of particles on the pore walls, were determined.…”
Section: Hamaker Constant A(t)mentioning
confidence: 99%
See 1 more Smart Citation