Membrane Process Prof. Chung-Hak Lee School of Chemical and Biological Engineering Seoul National University, Seoul, Korea URL: http://wemt.snu.ac.kr
References: Membrane Process 1) Norman N. Li, A.G. Fane, W.S. Wisnton Ho, Takeshi Matsuura (2008), Advanced Membrane Technology and Applications, John Wiley & Sons, Inc. 2) Cheryan, M. (1998), Ultrafiltration and Microfiltration Handbook, Technomic Publishing Company, Inc. 3) Mulder,M. (1996), Basic Principles of Membrane Technology, 2nd Edition, Kluwer Academic Publishers. 4) Faisal I.Hai, Kazuo Yamamoto. Chung-Hak Lee (2014), Membrane Biological Reactors, International Water Association.
Chapter 1 Introduction Chapter 1-1. Definition of Membrane 1-2. Classification of Membrane Processes 1-3. Historical Development 1-4. Classification of Filter (Membrane)
1-1. Definition of Membrane separation Processes WHAT IS A MEMBRANE? i) A region of discontinuity interposed between two phases Hwang & Kammermeyer (1975) It can mean almost anything even air. ii) A phase that acts as a barrier to prevent mass movement, but allows restricted and/or regulated passage of one or more species. Lakshminarayanaiah (1984) Membrane can be gaseous, liquid, solid or combination of these. better definition
Conventional vs. Membrane Filtration - Conventional Filtration : Separation of solid, immiscible particles from liquid or gaseous streams. - Membrane Filtration : Extends this application further, e.g., separation of dissolved solids in liquid streams and separation of gas mixtures.
Chapter 1 Introduction Chapter 1-1. Definition of Membrane 1-2. Classification of Membrane Processes 1-3. Historical Development 1-4. Classification of Filter (Membrane)
1-2. Classification of Membrane Processes -The membrane has the ability to transport one component more readily than other because of differences in physical and/or chemical properties between the membrane and the permeating components. - Transport through the membrane takes place as a result of a driving force acting on the individual components in the feed.
Phenomenological Equations -In many cases, the permeation rate through the membrane is proportional to the driving force J = - A dx/ dx A : phenomenological coefficient dx/dx : driving force (temp., pressure, concentration, etc.) -Phenomenological equations cane also be used to describe not only mass flux but heat flux, volume flux, momentum flux and electrical flux.
Phenomenological Equations J = - A dx/ dx A : phenomenological coefficient dx/dx : driving force (temp., pressure, concentration, etc.) A = Diffusion coefficient (mass flux, Fick s law)) = permeability coefficient (volume flux, Darcy s law)) = thermal diffusivity (heat flux, Fourier s law) = kinetic viscosity (momentum flux, Newton s law) = electrical conductivity (electrical flux, Ohm s law)
Phenomenological Equations J = - A dx/ dx A : phenomenological coefficient dx/dx : driving force (temp., pressure, concentration, electrical potential, etc.) - In using such equation, the transport process is considered as being macroscopic and the membrane as a black box. - For a pure component permeating through a membrane, it is possible to employ linear relations to describe transport. - However, two or more components permeate simultaneously, such relations cannot be generally employed since coupling phenomena may occur in the fluxes and forces.
Phases divided by membrane
Some Membrane Processes and Driving Forces
Chapter 1 Introduction Chapter 1-1. Definition of Membrane 1-2. Classification of Membrane Processes 1-3. Historical Development 1-4. Classification of Filter (Membrane)
1-3. Historical Development of Membranes
Historical Development of Membranes 1748 : French, Abbé Nollet - Demonstrated semi-permeability for the first time - He placed spirits of wine in a vessel, the mouth of which was closed with an animal bladder and immersed in pure water. Because it was more permeable to water than to wine, the bladder swelled and sometimes even burst. 1855 : Fick - He published his phenomenological laws of diffusion, which we still use today as a first-order description of diffusion through membrane. - He prepared and studied some of the earliest artificial semi-permeable membranes. ( collodion ; ether-alcohol solution of cellulose nitrate)
Historical Development of Membranes 1861 : T. Graham - Graham s law of diffusion in gases - He made some of the first measurements of dialysis through synthetic membranes. - He discovered that rubber exhibits different permeabilities to different gases. Father : gas separations via membranes. 1860-1887 : Traube, Pfeffer, Van t Hoff - They manufactured precipitated membrane. - Osmotic pressure and diffusion phenomena were measured quantitatively Van t Hoff equation.
Historical Development of Membranes 1907-1918 : Bech hold, Zsigmondy - They developed methods for controlling the membrane pore size, principally with collodion membrane 1911 : Donnan - He studied the distribution of macromolecular and micromolecular charged species across the semi-permeable membranes. - Donnan Distribution Law still finds use in our understanding of equilibrium phenomena in Donnan Dialysis and in coupled transport 1930s : Teorell, Meyer, Sievers -Theory of transport across neutral and fixed-charge membrane. It formed the basis for our current understanding of both electrodialysis membranes and modern membrane electrodes.
Historical Development of Membranes 1927 : Satorius, Germany - Membranes were manufactured commercially in small quantities. 1944 : Kolff - He demonstrated Artificial Kidney as one of the first practical applications of dialysis. 1951 : Goetz - He imprinted grid lines on filters to facilitate bacteria counting.
Artificial Kidney
Dr. Kolff : Artificial Kidney
Historical Development of Membranes 1957 : United States Public Health Service (USPH) - Officially adopted the membrane filtration procedure for drinking water analysis. Early 1950s : Samuel Yuster of U.C.L.A. - He predicted that, based on Gibbs adsorption isotherm, it should be possible to produce fresh water from brine. (Shortage of H2O in California so came up with a desalination idea)
Samuel Yuster predicted that, based on Gibbs adsorption isotherm, it should be possible to produce fresh water from brine. Our species is the only creative species, and it has only one creative instrument, the individual mind and spirit of man. Nothing was ever created by two men. There are no good collaborations, whether in music, in art, in poetry, in mathematics, in philosophy. Once the miracle of creation has taken place, the group can build and extend it, but the group never invents anything. The preciousness lies in the lonely mind of a man. John Steinbeck, East of Eden, 1952
Gibbs Adsorption Isotherm S = C 2 RT S = excess solute near the surface γ ( C 2 = concentration of solute )σ C γ = surface tension 2 σ = surface area - If a solute causes a decrease in surface tension [( ) 0], there will be adsorption on the surface. C2 γ - If a solute causes an increase in surface tension [( ) 0], the solute avoids the surface region. C2 S = = 1 RT C 2 RT γ ln C ( ) C 2 2 γ a 2 = γ 2 C 2 γ 2 1 in dilute solution γ
Surface tension vs. concentration γ(dyne/cm) NaCl 73 C 2 H 5 OH 0 moles/l
Reverse Osmosis - Unfortunately, most stuff we deal with, decrease surface tension. - 2t ; need of appropriate size [2 x the thickness(t)] to get a water fall.
Birth of Asymmetric Membrane 1958-1960 : Sourirajan, Loeb - They performed heat treatment (annealing) to expand the pores and thus increase flux. But exactly the opposite happened : heating contracted the pores. So then they took commercially available UF Membrane and performed the heat treatment 3 rd row in Tab. 1.2 It caused the pores to shrink Better rejection Asymmetry higher flux
Historical Development of Membranes
Journal of membrane science, 339, 1-4, 2009
Seawater Desalination by Reverse Osmosis (RO)
International Market Trends Total capacity of worldwide seawater desalination plants : > 30 million tons/day Total market growth rate : ~11%/year (Sea Water Reverse Osmosis: ~17%/year) Europe Africa Middle East (50%) Asia North America Central America Australia South America = 1million m 3 /day (220MIGD) Source: Wangnick (2004)
Chapter 1 Introduction Chapter 1-1. Definition of Membrane 1-2. Classification of Membrane Processes 1-3. Historical Development 1-4. Classification of Filter (Membrane)
Depth filter vs. Screen filter Depth Filter : - Filtration or particle removal occurs within the depths of the filter material. - A matrix of randomly oriented fibers or beads that are bonded together to form a tortuous maze of flow channel. - Removal mechanisms : interception, inertial impaction, diffusion, etc. Screen Filter : - Separation of particles by retaining them on its surface in much the same manner as a sieve. - Having a defined pore size. Membrane filters fall into this category.
1-5. Classification of Filter (Membrane) FILTERS Depth Screen Microporous Asymmetric (Skinned) Isotropic Anisotropic Integrally skinned Nonintegrally skinned
Depth Filter
Screen Filter
Advantages of screen filter 1) Grow-through of microorganisms is not as frequent a problem 2) Little danger of sloughing off (material migration) 3) Higher recovery of the retained material (microbial cell harvesting) 4) Little liquid hold-up 5) Pore size can be controlled.
Absolute vs. Nominal Rating
Microporous vs. Asymmetric Microporous : - No skin. - Absolute rating (retain all the particles larger than that rating) Isotropic : pores of uniform size throughout the body of the membrane. Anisotropic : pores change in size from one surface of the membrane to the other. Asymmetric : - A thin skin on the surface of membrane with supporting layer. - Nominal rating (MWCO above which a certain percentage of the solute will be retained by the membrane. - Anisotropy and Asymmetry are (incorrectedly) used interchangeably. Integrally skinned : homogeneous skin and support layers Non-integrally Skinned: composite skin and support layers
MF membrane (Fluxxion,Eindhoven, Netherlands) * http://www.fluxxion.com
MF membrane (Fluxxion,Eindhoven, Netherlands)
MF membrane (Isopore MINs Membrane, WEMT, SNU )