Dimensional analysis of steady state flux for microfiltration and ultrafiltration membranes |
| |
Affiliation: | 1. JE499, Génie des Procédés-Traitement des Eaux, CC 24, Université Montpellier II, 34095 Montpellier Cedex 5, France;2. Departmento de Ingeniería Química, Universidad de La Laguna, 38200 Tenerife, Spain;1. Zhejiang Normal University, Jinhua, 321004, China;2. Department of Chemistry, Lishui University, Lishui, 323000, China;1. Departamento de Química, Universidad Tecnológica Metropolitana, J. P. Alessandri 1242, Santiago, Chile;2. Departamento de Ciencias del Ambiente, Facultad de Química y Biología, Universidad de Santiago de Chile, USACH, Casilla 40, Correo 33, Santiago, Chile;3. Center of Applied Nanosciences (CANS), Facultad de Ciencias Exactas, Universidad Andres Bello, Avda. República 275, Santiago, Chile;1. School of Physics and Electronic Engineering, Chongqing Normal University, Chongqing 401331, China;2. School of Physics, Chongqing University, Chongqing, 401331, China;1. Bioengineering and Environmental Sciences Lab, Department of Energy and Environmental Engineering, CSIR-Indian Institute of Chemical Technology (CSIR-IICT), Hyderabad 500007, India;2. Academy of Scientific and Innovative Research (AcSIR), CSIR-Indian Institute of Chemical Technology (CSIR-IICT) Campus, Hyderabad 500007, India |
| |
Abstract: | Dimensional analysis of the mass, length and time shows that the steady state flux observed for microfiltration or ultrafiltration through inorganic composite membrane can be expressed using two dimensionless numbers. The shear stress number NS compares the shear stress against the membrane wall to the driving pressure, while the resistance number Nf compares the convective cross-flow transport to the drived transport through a layer, whose resistance is the sum of all the resistances induced by the different processes which limit the mass transport. Experimental data obtained in ultrafiltration of hydrocarbon emulsions and microfiltration of methanogenic bacteria suspensions and secondary treated wastewater were recalculated in terms of these dimensionless groups. Straight lines were plotted whose slope depends solely on the suspension and the membrane and not on the solute concentration. A negative slope and a positive intersection with the NS axis means that a cake layer or a polarization layer can be completely eliminated at a critical cross-flow velocity; this was the case for an inorganic particles suspension and for the methanogenic suspension. A straight line of negative slope followed by a plateau means that an irreversible fouling is superimposed to the reversible phenomenon; this was observed for a secondary treated wastewater. A positive slope means that fouling predominates; this was observed with hydrocarbon emulsions. |
| |
Keywords: | |
本文献已被 ScienceDirect 等数据库收录! |
|