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Membrane filtration defined

The individual membrane filtration processes are defined chiefly by pore size although there is some overlap. The smallest membrane pore size is used in reverse osmosis (0.0005—0.002 microns), followed by nanofiltration (0.001—0.01 microns), ultrafHtration (0.002—0.1 microns), and microfiltration (0.1—1.0 microns). Electro dialysis uses electric current to transport ionic species across a membrane. Micro- and ultrafHtration rely on pore size for material separation, reverse osmosis on pore size and diffusion, and electro dialysis on diffusion. Separation efficiency does not reach 100% for any of these membrane processes. For example, when used to desalinate—soften water for industrial processes, the concentrated salt stream (reject) from reverse osmosis can be 20% of the total flow. These concentrated, yet stiH dilute streams, may require additional treatment or special disposal methods. [Pg.163]

A membrane is defined as an intervening phase separating two phases forming an active or passive barrier to the transport of matter. Membrane processes can be operated as (1) Dead-end filtration and (2) Cross-flow filtration. Dead-end filtration refers to filtration at one end. A problem with these systems is frequent membrane clogging. Cross-flow filtration overcomes the problem of membrane clogging and is widely used in water and wastewater treatment. [Pg.335]

Alternatively, separation of cells from media can be achieved with the filtration of cell suspension through membranes with defined pore size [6]. This approach takes advantage of the particle size based on size differences between cells (2-10 pm in diameter) and media (colloids of less than a few nm in diameter). Many types of filtration designs and membrane supports are available, as well as a wide range of pore sizes, to aid large-scale filtration (Figure 4.15). [Pg.72]

In tangential filtration, membranes are used as filter media. Membranes are defined as barriers of reduced thickness, across which physical and/or chemical gradients are established to facilitate the preferential migration of one or more components from a given mixture, promoting their separation (Klein, 1991). They are usually made of polymers or inorganic materials, such as ceramic or sintered steel. In the biopharmaceutical industry, membranes find various applications, such as production of water for injection (WFI), sterilization of culture media, buffer solutions and gases, separation of cells and cell debris, and purification and concentration of proteins. [Pg.286]

Aquatic suspended particles are usually characterized by a continuous particle size distribution. The distinction between particulate and dissolved compounds, conventionally made in the past by membrane filtration, does not consider organic and inorganic colloids appropriately. Colloids of iron(IIl) and manganese(III,IV) oxides, sulfur, and sulfides are often present as submicron particles that may not be retained by membrane filters (e.g., Buffle et al., 1992). Recent measurements in the ocean led to the conclusion that a significant portion of the operationally defined dissolved organic carbon may in fact be present in the form of colloid particles. [Pg.818]

The ideal membrane for crossflow filtration would have a high porosity and a narrow pore size distribution, with the largest pores slightly smaller than the particles or molecules to be retained. An asymmetric membrane is usually preferred. The filtration effectiveness of a membrane is defined in terms of the rejection, a, defined in terms of solute concentration in the retentate (cR) and in the permeate (cp) as... [Pg.546]

It is evident that many of the sampling devices described in the previous section in fact collect thin layers of water adjacent to and including the air/ sea interface itself. These type of surface film samples have become known as surface microlayers (Liss, 1975). Although such layers are in fact operationally defined by the devices used for their collection, there is the understanding that something happens to the properties of ordinary, bulk seawater at and near the air/sea interface which is contained in such microlayer samples. In this way, the microlayer becomes a real phenomenon in much the same way that the particulate state, understandable in a common-sense sort of way, is also usually defined by operational methods such as membrane filtration. [Pg.274]

Hematite suspensions were equilibrated at various defined pH, salt, and fulvic acid concentrations for 17 hours with stirring at 220 rpm prior to membrane filtration. [Pg.163]

A membrane is simply a barrier between two phases. If one component of a mixture moves through the membrane faster than another mixture component, a separation can be accomplished. Polymeric membranes are used commercially for many applications including gas separations, water purification, particle filtration, and macromolecule separations (7-4). There are several important aspects to this definition. First, a membrane is defined based on its function, not the material used to fabricate the membrane. Secondly, a membrane separation is a rate process and the separation occurs due to a chemical potential gradient, not by equilibrium between phases. [Pg.3]

Anotlier standard metliod is to use a (high-speed) centrifuge to sediment tire colloids, replace tire supernatant and redisperse tire particles. Provided tire particles are well stabilized in tire solvent, tliis allows for a rigorous purification. Larger objects, such as particle aggregates, can be fractionated off because tliey settle first. A tliird metliod is (ultra)filtration, whereby larger impurities can be retained, particularly using membrane filters witli accurately defined pore sizes. [Pg.2670]

Here the permeability of the membrane to the solute is defined in terms of reflection coefficients aQ and for osmosis and filtration respectively. When (To = 1, then perfect semi-permeabihty results. in Eq. (4) is the diffusive permeabihty of the membrane, while (Cj) is the average composition of the solute in the membrane. [Pg.780]

The transport of both solute and solvent can be described by an alternative approach that is based on the laws of irreversible thermodynamics. The fundamental concepts and equations for biological systems were described by Kedem and Katchalsky [6] and those for artificial membranes by Ginsburg and Katchal-sky [7], In this approach the transport process is defined in terms of three phenomenological coefficients, namely, the filtration coefficient LP, the reflection coefficient o, and the solute permeability coefficient to. [Pg.426]

The dead-end setup is by far the easiest apparatus both in construction and use. Reactor and separation unit can be combined and only one pump is needed to pump in the feed. A cross-flow setup, on the other hand, needs a separation unit next to the actual reactor and an additional pump to provide a rapid circulation across the membrane. The major disadvantage of the dead-end filtration is the possibility of concentration polarization, which is defined as an accumulation of retained material on the feed side of the membrane. This effect causes non-optimal membrane performance since losses through membrane defects, which are of course always present, will be amplified by a high surface concentration. In extreme cases concentration polarization can also lead to precipitation of material and membrane fouling. A membrane installed in a cross-flow setup, preferably applied with a turbulent flow, will suffer much less from this... [Pg.74]

To find a suitable membrane for a certain application, an important parameter is the molecular weight cut-off (MWCO). The MWCO is defined as the molecular weight at which 90% of the solutes are retained by the membrane. It should be taken into account that the pore size of many ultra- and nano filtration membranes is greatly influenced by the solvent and by the temperature used under experimental conditions. This particularly concerns polymeric membranes as will be discussed in the next paragraph. [Pg.78]

The answers are 31-b, 32-a, 33-d (Katzung, pp 4—7.) The absorption, distribution, and elimination of drugs require that they cross various cellular membranes The descriptions that are given in the question define the various transport mechanisms. The most common method by which ionic compounds of low molecular weight (100 to 200) enter cells is via membrane channels. The degree to which such filtration occurs varies from cell type to cell type because their pore sizes differ. [Pg.53]

To manufacture the brine, a vacuum salt is used to which the producer needs to add a small amount of anti-caking agent which forms a ferrohexacyanide complex in the brine. Because of the acidic process conditions, Fe ions tend to migrate into the electrolyser membranes until encountering a sufficiently high pH and then precipitate [1]. This is an undesirable effect as it can cause void spaces within the membrane and thereby increase the voltage needed for the electrolysis. For this reason the ferrohexacyanide is depleted into Fe(OH)3 under well-defined conditions of temperature, residence time, free chlorine and pH in a process step prior to filtration [2]. [Pg.286]


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Membrane filtration

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