Membrane Separation technology

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Brief description about membrane separation technology

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  • FRANCISCO RAMALHOSA | RICARDO SILVA 1

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    Introduction

    Membrane technology is a growing subject in a broad range of applications, from

    industrial to medical applications. The main feature that is exploited is the ability of a

    membrane to control the permeation rate of a chemical species trough the membrane.

    In the first chapters, this review provides a general introduction to membrane

    science, covering the basic topics to all membrane processes, such as types of membrane

    and transport mechanisms. In the following chapters, the main industrial membrane

    separation processes are reviewed, such as reverse osmosis, nanofiltration, ultrafiltration,

    microfiltration, pervaporation and electrodialysis. In the last chapters a more considerate

    attention is given to the reverse osmosis and nanofiltration processes, plus the recent

    advancements of both.

    Historical Development

    In 1748 Abbe Nolet discovered the phenomenon of osmosis in natural membranes

    and describes it as the permeation of water through a diaphragm [1]. Until the beginning

    of XX century, membranes were only used as laboratory tools to develop physical and

    chemical theories. Van Hoff in 1887 developed his limit law using membranes made by

    Moritz Traube, Traube was the first to produce artificial semipermeable membranes by

    putting droplets of glue in tannic acid. This kind of semipermeable membrane also was

    used by Maxwell in developing the kinetic theory of gases.

    Later in 1907 Bechhold introduced term ultrafiltration forcing solutions at

    pressures up to several atmospheres through membranes prepared by impregnating filter

    paper with acetic acid collodion nitrocellulose.

    By the early 1930s microporous collodion semipermeable membranes were

    commercially available recurring on Bechholds technique, in the next few years others

    kinds of polymers were used like cellulose acetate for example. In 1950 Hassler

    introduces the first concept of membrane desalination [1].

    At World War II membranes were important to test the drinking water, because

    water supplies in Europe had broken down, and filters to test for water safety were needed.

    http://en.wikipedia.org/wiki/Osmosishttp://en.wikipedia.org/wiki/Tannic_acid
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    These kind of filters were developed by the US Army, later Millipore Corporation

    exploited the semipermeable membranes becoming the largest microfiltration membrane

    producer.

    Until 2003 there wasnt significant membrane separation industry, because

    membranes were too slow, unselective, and expensive. Early 1960 Loeb-Sourirajan

    developed a process that transformed membrane separation to an industrial process, these

    membranes consisted in an ultrathin, selective surface film on a much thicker and more

    permeable microporous support, this kind of process uses the anisotropic reverse osmose,

    and it was 10 times higher than that of any membrane available in the market, and made

    reverse osmosis a new potentially method to desalt water.

    The work of Loeb and Sourirajan with the economic financiation of Office of

    Saline Water, resulted in the commercialization of reverse osmosis and at the same time

    in the development of ultrafiltration, microfiltration and medical separation process. In

    1945 W.J. Kolf [6] had demonstrated the first artificial kidney, only after 20 years the

    technology was used on a large scale. Since then more than 800 000 people are sustained

    by artificial kidneys and also the development of the membrane blood oxygenator made

    possible an open-heart surgery, helped millions of people. In 1966 Alex Zaffaroni

    founded Alza, a company dedicated to the developing of membranes that controlled drug

    delivery systems, improved the efficiency and safety of drug delivery.

    Between 1960 and 1980 the LoebSourirajan technique suffered some progresses

    including interfacial polymerization and multilayer composite for making high-

    performance membranes. Using membranes with selective layers as thin as 0.1 m, large-

    membrane-area spiral-wound, hollow-fine-fiber, capillary, and plate-and-frame modules

    were developed, improving the membrane stability. In the 1980s Monsanto Prism

    developed the membrane gas separation process in industrial scale, like the membrane for

    hydrogen separation. Gas separation technology is expanding quickly, Cynara and

    Separex produced membranes to separate carbon dioxide from natural gas, also

    pervaporation systems for dehydration of alcohol are now available, and others

    pervaporation applications are at the early commercial stage.

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    Membrane Science Technology

    Introduction

    The primary characteristic that is exploited in membrane separation, is the ability

    of a membrane to control the permeation rate of a chemical species. But the goal varies

    according to the application. In controlled drug delivery the goal is to moderate the

    permeation rate of a drug from a reservoir to the body, instead, in separation applications,

    the goal is to allow one component of a mixture to permeate the membrane freely, while

    hindering permeation of other components.

    Types of Membranes

    A membrane is nothing more than a discrete, thin interface that moderates the permeation

    of chemical species. This interface may be molecularly homogeneous, that is, completely

    uniform in composition and structure, or it may be chemically or physically

    heterogeneous, for example, containing holes or pores of finite dimensions or consisting

    of some form of layered structure [1].

    The principal types of membrane are shown schematically in Figure 1.1 and are

    described briefly below.

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    Symmetrical membranes

    Microporous Membranes

    A microporous membrane is very similar in structure and function to a

    conventional filter. It has a rigid, highly voided structure with randomly distributed,

    interconnected pores. The difference between a conventional filter, are the extremely

    small pores, ranging between 0.01 to 10 m in diameter. Therefore, particles larger than

    the largest pores are blocked by the membrane [2]. Only molecules that differ considerably

    in size can be separated effectively by microporous membranes, for example, in

    ultrafiltration and microfiltration. Microporous membranes have much higher fluxes than

    nonporous membranes, being widely used in industrial processes.

    Nonporous Membranes

    This membranes consist of a dense film through which permeants are transported

    by diffusion under the driving force of a pressure, concentration, or electrical potential

    gradient [1]. Nonporous membranes can separate permeants of similar size if their

    concentration in the membrane material differs significantly. Therefore, the solubility of

    the components of a mixture in the membrane material is directly related to their transport

    rate within the membrane. However, these membranes are rarely used in industrial

    processes because the transmembrane flux through these relatively thick membranes is

    too low for practical separation processes. Thus, they are only used in laboratory work.

    Sometimes, to improve the flux, these membranes have an anisotropic structure.

    Electrically Charged Membranes

    Electrically charged membranes are most commonly very finely microporous,

    with the pore walls carrying fixed positively or negatively charged ions, being referred to

    as anion-exchange membrane and cation-exchange membrane, respectively.

    Separation is accomplished by exclusion of ions of the same charge as the fixed

    ions of the membrane structure.

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    Anisotropic Membranes

    High transport rates are desired in membrane separation, for economic reasons,

    therefore the membrane should be as thin as possible, since the transport rate of a species

    through a membrane is inversely proportional to the membrane thickness.

    Membrane fabrication technology limits manufacture of films to about 20 m

    thickness. However, in the last 30 years there were major improvements to produce

    anisotropic membrane structures. These membranes consists in an extremely thin surface

    layer supported on a much thicker and porous substructure. The surface layer determines

    the separation proprieties and permeation rates, while the substructure only provides

    mechanical support.

    Since the high fluxes provided by anisotropic membranes are so great, almost all

    commercial processes use such membranes.

    Ceramic and Metal Membranes

    The majority of membranes used commercially are polymer-based, however other

    materials like ceramic and metal are being investigated. Metal membranes are, for

    example, being tested for the separation of hydrogen from gas mixtures. Also, ceramic

    membranes are being used in ultrafiltration and microfiltration separations, where a

    solvent resistance and thermal stability are required.

    Membrane Processes

    The four developed industrial membrane separation processes are microfiltration,

    ultrafiltration, reverse osmosis, and electrodialysis, differing principally in the average

    pore diameter of the membrane filter. Microfiltration membranes filter colloidal particles

    and bacteria from 0.1 to 10 m in diameter, ultrafiltration membranes can be used to filter

    dissolved macromolecules from 100 to 1000 . In reverse osmosis membranes, the

    membrane pores are so small, from 5 15 in diameter, that they are within the polymer

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    that form the membrane, the transport occurs via statistically distributed free volume

    areas.

    The difference between reverse osmosis, ultrafiltration and microfiltration is in

    pore diameter, it produces important differences in the way the membranes are used. The

    liquid flow through a pore (q) is given by Poiseuilles law as:

    =4

    128

    is the pressure difference across the pore, is the liquid viscosity and l is the pore

    length.

    The flux, per unit membrane area, is the sum of all the flows through the individual

    pores, is given by:

    = 4

    128 (1.2)

    Where N is the number of pores per square centimeter of membrane.

    For membranes of equal porosity () the number of pores per square centimeter is

    proportional to the inverse square of the pore diameter:

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    = 4

    2 (1.3)

    The flux is given by combining Equations (1.2) and (1.3):

    J=P

    32

    Fluxes are proportional to the square of these pore diameters, the permeance

    (flux per unit pressure difference (J /_p)) of microfiltration membranes for example is

    higher than that of ultrafiltration membranes, which is much higher than that of reverse

    osmosis membranes. These differences significantly impact the operating pressure.

    Carrier Facilitated Transport

    One of the most important industrial membranes to be developed is carrier

    facilitated transport which employs liquid membranes containing a carrier agent.

    Facilitated transport is concerned with the reversible and selective reaction between the

    solute or component and the carrier. This reaction normally takes place throughout the

    liquid membrane phase in the feed side, the carrier agent acts as a shuttle to selectively

    transport one particular component from the feed and then diffuses across the membrane

    to release the permeant on the product side of the membrane. Water is required on both

    the feed and permeate side of the membrane for high selectivity to be observed, probably

    as a consequence of the active participation of water in the chemical reactions that

    enhances solubilities. Facilitated transport membranes can be used to separate gases and

    metal ions (coupled transport). Membrane transport is then driven by a difference in the

    gas partial pressure across the membrane to separate gases, or driven by flow of hydrogen

    or hydroxyl ions to separate metal ions, the ion-exchange reaction occurs at a liquid-liquid

    interface since metal ions are not soluble in the organic membrane phase.

    One simple example is the hemoglobin, on the feed side hemoglobin reacts with oxygen

    to form oxyhemoglobin, which then diffuses to product side, there the oxygen is liberated

    and hemoglobin is re-formed. The hemoglobin then diffuses back to the feed side of the

    membrane to repeat the process. In the coupled transport case one of the species moved

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    against its concentration gradient, provided the concentration gradient of the other

    species. In example, the carrier is an oxime that forms an organic soluble complex with

    copper ions. On the feed side two oxime carrier molecules pick up a copper ion, liberating

    two hydrogen ions at the same time. The copperoxime complex then diffuses to the

    product side, where the higher concentration of hydrogen ions makes the reaction

    reversed. The copper ion is liberated to the permeate solution, and two hydrogen ions are

    picked up, then the reformed oxime molecules turns back to the feed side.

    Facilitated transport carrier particular species, so extremely high selectivity

    membranes are needed, however there is no commercial applications in this area because

    there are problems with the physical and chemical instability of the liquid membrane and

    the carrier agent. Some potential solutions have been studied to make carrier facilitated

    transport viable in a commercial and industrial way.

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    Transport Mechanisms

    Introduction

    There are two models that describes the mechanism of permeation in membranes,

    the solution-diffusion model and the pore-flow model. Permeation in reverse osmosis and

    pervaporation occurs by molecular diffusion and is described by the solution-diffusion

    model, while the pore-flow model defines the microfiltration and ultrafiltration, as shown

    in Fig. X. There are also an intermediate model, in which nanofiltration falls into.

    Solution-Diffusion Model

    Diffusion, the basis of the solution-diffusion model, is the process by which

    matter is transported from one part of a system to another by a concentration gradient. In

    an isotropic medium, the individual molecules are in random motion, with no preferred

    direction. However, if there is a concentration gradient of permeate molecules in the

    medium, a transport of mass will occur from the high to the low concentration region.

    The pores, in this model, are tiny spaces between polymer chains caused by thermal

    motion. So, the pores appear and disappear during the motion of permeants traversing

    the membrane.

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    This phenomenon is theoretically described by Ficks law of diffusion, which

    states

    =

    where is the flux of a component i (g/cm2s) and / is the concentration gradient

    of a component i. The diffusion coefficient, (cm2/s) is a measure of the mobility of

    the individual molecules.

    In practical applications, high fluxes are achieved by creating large concentration

    gradients in the membrane.

    This model is universally well accepted and supported, since it provides simple

    equations that accurately link the driving forces of concentration and pressure with flux

    and selectivity. However, it has been unsuccessful at providing a connection between the

    nature of the membrane material and the membrane permeation proprieties.

    Pore-Flow Model

    The pore-flow model is usually described by a pressure-driven convective flow

    through very small pores. Separation occurs because one of the permeants is filtered from

    some of the pores, while other permeants pass through. While the pores in the solution-

    diffusion model vary from position and volume during the motion of the permeants, in

    the pore-flow model the pores are large and fixed and do not fluctuate in position or

    volume.

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    The fundamental equation that describes this model is Darcys law, which is

    =

    where K is a coefficient regarding the nature of the medium, ci is the concentration of a

    component i in the medium and dp/dx is the pressure gradient present in the porous

    medium.

    The pore-flow model is much less developed, compared to the solution-diffusion

    model. There are many characteristics hard-to-compute that affect the permeation.

    Measurements of permeation through ideal uniform-pore-diameter membranes made by

    the nucleation track method are in good agreement with theory. Unfortunately,

    industrially useful membranes have nonuniform tortuous pores and are often anisotropic

    as well.

    Intermediate Model

    The intermediate zone between the previous models, seems to occur with

    membranes with very small pores, ranging from 5 to 10 . Apparently this transition is

    in the nanofiltration range, with membranes having good filtration to divalent ions and

    organic solutes, but rejection to monovalent ions in the 20-70% range.

    The transition from reverse osmosis membranes to ultrafiltration membranes is

    shown in Figure X.

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