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Membrane

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different oxidizing solutions are aimed at removing the active layer of the polyamide membrane, intended for reuse in applications such as MF or UF. This causes an extended life of approximately two years. A very limited number of reports have mentioned the potential of direct RO reuse. Studies shows that hydraulic permeability, salt rejection, morphological and topographical characteristics, and field emission scanning electron and atomic force microscopy were used in an autopsy investigation conducted. The old RO element's performance resembled that of nanofiltration (NF) membranes, thus it was not surprising to see the permeability increase from 1.0 to 2.1 L m-2 h-1 bar-1 and the drop in NaCl rejection from >90% to 35-50%.
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also increased significantly, with some reaching a production capacity exceeding 600,000 m3 of water per day. This means a generation of 14,000 tonnes of membrane waste that is landfilled every year. To increment the lifespan of a membrane, different prevention methods are developed: combining the RO process with the pre-treatment process to improve efficiency; developing anti-fouling techniques; and developing suitable procedures for cleaning the membranes. Pre-treatment processes lower the operating costs because of lesser amounts of chemical additives in the saltwater feed and the lower operational maintenance required for the RO system.
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high rejection, low productivity membranes in the upstream segment of the filtration train, followed by high productivity, low energy membranes in the downstream section. There are two ways in which this design can help: either by decreasing energy use due to decreased pressure needs or by increasing output. Since this concept would reduce the number of modules and pressure vessels needed for a given application, it has the potential to significantly reduce initial investment costs. It is proposed to adapt this original concept, by internally reusing older RO membranes within the same pressure vessel.
866: 1336:. Recent efforts have focused on eliminating membrane fouling by altering the surface chemistry of the membrane material to reduce the likelihood that foulants will adhere to the membrane surface. The exact chemical strategy used is dependent on the chemistry of the solution that is being filtered. For example, membranes used in desalination might be made hydrophobic to resist fouling via accumulation of minerals, while membranes used for biologics might be made hydrophilic to reduce protein/organic accumulation. Modification of surface chemistry via 27: 1060: 179: 1364: 221:
widely used desalination technology because of its simplicity of use and relatively low energy costs compared with distillation, which uses technology based on thermal processes. Note that RO membranes remove water constituents at the ionic level. To do so, most current RO systems use a thin-film composite (TFC), mainly consisting of three layers: a polyamide layer, a polysulphone layer and a polyester layer.
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defined as the consequence of irreversible attachment and growth of bacterial cells on the membrane, is also a common reason for discarding old membranes. A variety of oxidative solutions, cleaning and anti-fouling agents is widely used in desalination plants, and their repetitive and incidental exposure can adversely affect the membranes, generally through the decrease of their rejection efficiencies.
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the past decades to avoid this, such as waste prevention, direct reapplication, and ways of recycling. In this regard, membranes also follows the waste management hierarchy. This means that the most preferable action is to upgrade the design of the membrane which leads to a reduction in use at same application and the least preferred action is a disposal and landfilling
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By recycling RO membranes, we reduce the need for new materials, thereby lessening the environmental footprint. Producing new membranes from petroleum-derived polymers increases GHG emissions. Recycling existing membranes helps mitigate this impact by reusing materials that would otherwise contribute
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and modules. Flat sheet membranes are typically built-into submerged vacuum-driven filtration systems which consist of stacks of modules each with several sheets. Filtration mode is outside-in where the water passes through the membrane and is collected in permeate channels. Cleaning can be performed
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Jafarzadeh, E., Kabiri-Samani, A., Mansourzadeh, S., & Bohluly, A. (2021). Experimental modeling of the interaction between waves and submerged flexible mound breakwaters. Proceedings of the Institution of Mechanical Engineers, Part M: Journal of Engineering for the Maritime Environment, 235(1),
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On the other hand, In order to maximize the overall efficiency of the process, it has lately been common practice to combine RO elements of varying performances within the same pressure vessel, which is called Multi-membrane vessel design. In principle, this innovative hybrid system recommends using
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Since fouling is an important consideration in the design and operation of membrane systems, as it affects pre-treatment needs, cleaning requirements, operating conditions, cost and performance, it should prevent, and if necessary, removed. Optimizing the operation conditions is important to prevent
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The operation modes will be affected when the rejected materials and particles in the retentate tend to accumulate in the membrane. At a given TMP, the flux of water through the membrane will decrease and at a given flux, the TMP will increase, reducing the permeability (k). This phenomenon is known
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Separation techniques are employed to recover valuable materials from reverse osmosis membranes, such as polyamide or polysulfone, which can be recycled and reused in the production of new membranes or other products. During the material recovery stage, physical or chemical separation processes are
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Ultrafiltration removes particles higher than 0.005-2 ÎĽm and operates within a range of 70-700kPa. Ultrafiltration is used for many of the same applications as microfiltration. Some ultrafiltration membranes have also been used to remove dissolved compounds with high molecular weight, such as
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environmental impact associated with producing new membranes from raw materials. RO membranes contain polymers derived from petroleum, a major source of greenhouse gases (GHGs) that contribute to climate change. Additionally, these polymers are not biodegradable, making them challenging to recycle.
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Reuse of RO membranes include the direct reapplication of modules in other separation processes with less stringent specifications. The conversion from the RO TFC membrane to a porous membrane is possible by degrading the dense layer of polyamide. Converting RO membranes by chemical treatment with
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Once the membrane reaches a significant performance decline it is discarded. Discarded RO membrane modules are currently classified worldwide as inert solid waste and are often disposed of in landfills; although they can also be energetically recovered. However, various efforts have been made over
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Fouling can be defined as the potential deposition and accumulation of constituents in the feed stream on the membrane. The loss of RO performance can result from irreversible organic and/or inorganic fouling and chemical degradation of the active membrane layer. Microbiological fouling, generally
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where the feed water is pumped with a cross-flow tangential to the membrane and concentrate and permeate streams are obtained. This model implies that for a flow of feed-water across the membrane, only a fraction is converted to permeate product. This parameter is termed "conversion" or "recovery"
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This concept of a membrane has been known since the eighteenth century but was used little outside of the laboratory until the end of World War II. Drinking water supplies in Europe had been compromised by the war and membrane filters were used to test for water safety. However, due to the lack of
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RO membranes have some environmental challenges that must be resolved in order to comply with the circular economy principles. Mainly they have a short service life of 5–10 years. Over the past two decades, the number of RO desalination plants has increased by 70%. The size of these RO plants has
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is used to reduce the suspended solids and bacterial content of the feed-water. Flocculants and coagulants are also used, like ferric chloride and aluminium sulphate that, once dissolved in the water, adsorbs materials such as suspended solids, colloids and soluble organic. Metaphysical numerical
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consists of pumping the permeate in the reverse direction through the membrane. Back-washing removes successfully most of the reversible fouling caused by pore blocking. Backwashing can also be enhanced by flushing air through the membrane. Backwashing increase the operating costs since energy is
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Spiral wound, where a flexible permeate spacer is placed between two flat membranes sheet. A flexible feed spacer is added and the flat sheets are rolled into a circular configuration. In recent developments, surface patterning techniques have allowed for the integration of permeable feed spacers
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Reverse osmosis is commonly used for desalination. As well, RO is commonly used for the removal of dissolved constituents from wastewater remaining after advanced treatment with microfiltration. RO excludes ions but requires high pressures to produce deionized water (850–7000 kPa). RO is the most
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Four types of fouling are found on RO membranes: (i) Inorganic (salt precipitation), (ii) Organic, (iii) Colloidal (particle deposition in the suspension) (iv) Microbiological (bacteria and fungi). Thereby, an appropriate combination of pre-treatment procedures and chemical dosing, as well as an
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Likewise, nanofiltration can be used as a pre-treatment before directed reverse osmosis. The main objectives of NF pre-treatment are: (1). minimize particulate and microbial fouling of the RO membranes by removal of turbidity and bacteria, (2) prevent scaling by removal of the hardness ions, (3)
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Filtration leads to an increase in the resistance against the flow. In the case of the dead-end filtration process, the resistance increases according to the thickness of the cake formed on the membrane. As a consequence, the permeability (k) and the flux rapidly decrease, proportionally to the
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Nanofiltration is also known as "loose" RO and can reject particles smaller than 0,002 ÎĽm. Nanofiltration is used for the removal of selected dissolved constituents from wastewater. NF is primarily developed as a membrane softening process which offers an alternative to chemical softening.
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Microfiltration removes particles higher than 0.08-2 ÎĽm and operates within a range of 7-100 kPa. Microfiltration is used to remove residual suspended solids (SS), to remove bacteria in order to condition the water for effective disinfection and as a pre-treatment step for reverse osmosis.
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Recycling of materials is a general term that involves physically transforming the material or its components so that they can be regenerated into other useful products. The membrane modules are complex structures, consisting of a number of different polymeric components and, potentially, the
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Implementing a recycling process for RO membranes can incur additional costs, which many companies or organizations may be hesitant to accept. Moreover, recycled membranes often exhibit lower performance and efficiency. However, one significant advantage of recycling is the reduction of the
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Following waste removal, the membrane is tested in a pilot system. During this phase, its performance is carefully analyzed to determine if the output meets the defined parameters and limits. This step is crucial to verify that the membrane operates efficiently and effectively after
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as a membrane assisted extraction process relies on the gradient in chemical potential. A submerged flexible mound breakwater as a type of using membrane can be employed for wave control in shallow water as an advanced alternative to the conventional rigid submerged designs.
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In the membrane field, the term module is used to describe a complete unit composed of the membranes, the pressure support structure, the feed inlet, the outlet permeate and retentate streams, and an overall support structure. The principal types of membrane modules are:
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Plate and frame consist of a series of flat membrane sheets and support plates. The water to be treated passes between the membranes of two adjacent membrane assemblies. The plate supports the membranes and provides a channel for the permeate to flow out of the unit
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Polyester materials (such as in the permeate spacer and components of the membrane sheet) are suitable for chemical recycling processes, and hydrolysis is used to reverse the poly-condensation reaction used to make the polymer, with the addition of water to cause
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The increasing demand for RO membranes has led to higher prices. In contrast, the recycling process is generally more cost-effective than purchasing new membranes. This cost advantage can help offset the initial investment required for setting up recycling
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where all the feed applied to the membrane passes through it, obtaining a permeate. Since there is no concentrate stream, all the particles are retained in the membrane. Raw feed-water is sometimes used to flush the accumulated material from the membrane
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Rattanakul S (2012) Concentrate and solid waste management in reverse osmosis plants. Master’s Thesis, Engineering in Environmental Engineering and Management, Asian Institute of Technology School of Environment, Resources and Development,
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De Napoli, Ilaria E.; Zanetti, Elisabetta M.; Fragomeni, Gionata; Giuzio, Ermenegildo; Audenino, Alberto L.; Catapano, Gerardo (2014). "Transport modeling of convection-enhanced hollow fiber membrane bioreactors for therapeutic applications".
1264:. Relaxation and backwashing effectiveness will decrease with operation time as more irreversible fouling accumulates on the membrane surface. Therefore, besides the physical cleaning, chemical cleaning may also be recommended. It includes: 1073:
For cross-flow processes, the deposition of material will continue until the forces of the binding cake to the membrane will be balanced by the forces of the fluid. At this point, cross-flow filtration will reach a steady-state condition
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Fouling can take place through several physicochemical and biological mechanisms which are related to the increased deposition of solid material onto the membrane surface. The main mechanisms by which fouling can occur, are:
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The demand for RO membranes has surged due to stricter regulations on wastewater discharge. This demand could potentially surpass supply, making the recycling of current RO membranes a viable solution to address this
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consists of pausing the filtration during a period, and thus, there is no need for permeate flow reversion. Relaxation allows filtration to be maintained for a longer period before the chemical cleaning of the
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AlfonsĂ­n C, Lebrero R, Estrada JM, et al. (2015) Selection of odour removal technologies in wastewater treatment plants: A guideline based on life cycle assessment. Journal of Environmental Management 149:
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Waste incinerators can generally operate from 760 °C to 1100 °C and would therefore be capable of removing all combustible material, with the exception of the residual inorganic filler in the fiberglass
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Most plants clean their membranes every week (CEB – Chemically Enhanced Backwash). In addition to this maintenance cleaning, an intensive cleaning (CIP) is recommended, from two to four times annually.
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deposition can thereby largely reduce fouling. One drawback to using modification techniques is that, in some cases, the flux rate and selectivity of the membrane process can be negatively impacted.
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Mata GK, Bagchi S, Zhang K, Oerther DB, Saikaly PE (October 2017). "Membrane biofilm communities in full-scale membrane bioreactors are not randomly assembled and consist of a core microbiome".
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individual components can be recovered for other purposes. Plastic solid waste treatment and recycling can be separated into mechanical recycling, chemical recycling and energy recovery.
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instead of dead-end. In cross-flow filtration, only a thin layer is deposited on the membrane since not all the particles are retained on the membrane, but the concentrate removes them.
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Coutinho de Paula, E. and Amaral, M.C.S. (already referenced) and Lawler, W., Bradford-Hartke, Z., Cran, M.J., Duke, M., Leslie, G.,Ladewig, B.P and Le-Chen, P. (already referenced).
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Chadha, Utkarsh; Selvaraj, Senthil Kumaran; Vishak Thanu, S.; Cholapadath, Vishnu; Abraham, Ashesh Mathew; Zaiyan, Mohammed; Manikandan, M; Paramasivam, Velmurugan (6 January 2022).
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The first step in post-treatment involves removing all residual waste from the equipment. This ensures that no contaminants remain that could affect the membrane's performance.
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Heat energy can be recovered and used for electricity generation or other heat related processes, and can also offset the greenhouse gas emissions from traditional energy.
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To control the operation of a membrane process, two modes, concerning the flux and the TMP, can be used. These modes are (1) constant TMP, and (2) constant flux.
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Coutinho de Paula, E. and Amaral, M.C.S. (2017). Extending the life-cycle of membranes: A review. Waste Management & Research, 35(5), 456-470. doi: 10.1177/
249:(MOFs). These membranes can be used for size selective separations such as nanofiltration and reverse osmosis, but also adsorption selective separations such as 1749: 289:
applications because of their ability to handle process streams with high solids and high viscosity properties, as well as for their relative ease of cleaning.
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reliability, slow operation, reduced selectivity and elevated costs, membranes were not widely exploited. The first use of membranes on a large scale was with
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Vallero, M. V. G.; Lettinga, G.; Lens, P. N. L. (2005). "High rate sulfate reduction in a submerged anaerobic membrane bioreactor (sambar) at high salinity".
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Main advantage: it displaces virgin plastic production. • Main disadvantages: need to separate all components, large-enough amount of components to be viable.
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Membrane sheets: constructed from a number of different polymers and additives and therefore inherently difficult to accurately and efficiently separate.
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After applying the chosen technique, it is necessary to carry out a post-treatment process to ensure that the membrane can function normally again.
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I.-J. Kang; C.-H. Lee; K.-J. Kim (2003). "Characteristics of microfiltration membranes in a membrane coupled sequencing batch reactor system".
1877:"Enhancing ultrafiltration membrane permeability and antifouling performance through surface patterning with features resembling feed spacers" 2528: 2291:
Lawler, Will; Bradford-Hartke, Zenah; Cran, Marlene J.; Duke, Mikel; Leslie, Greg; Ladewig, Bradley P.; Le-Clech, Pierre (1 August 2012).
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Sun, Y; Huang, X.; Chen, E; Wen, X. (2004). "dual functional filtration/aeration membrane bioreactor for domestic wastewater treatment".
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conducted to isolate and purify these materials, ensuring their quality and facilitating their reintroduction into the production chain.
759: 1059: 893:(S). The recovery will be reduced if the permeate is further used for maintaining processes operation, usually for membrane cleaning. 278: 865: 1375:
efficient cleaning plan that tackle these types of fouling, should enable the development of an effective anti-fouling technique.
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The degree of selectivity of a membrane depends on the membrane pore size. Depending on the pore size, they can be classified as
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The key elements of any membrane process relate to the influence of the following parameters on the overall permeate flux are:
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However, their overwhelming success in biological systems is not matched by their application. The main reasons for this are:
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Metcalf and Eddy (2004) Wastewater Engineering, Treatment and Reuse, McGraw-Hill Book Company, New York. Fourth Edition.
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of the feedwater on the membrane which causes a resistance to flow. This build-up can be divided into different types:
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lower the operating pressure of the RO process by reducing the feed-water total dissolved solids (TDS) concentration.
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The Membrane Bioreactor Book: Principles and Applications of Membrane Bioreactors for Water and Wastewater Treatment
309:. The feed can be applied to the inside of the fiber (inside-out flow) or the outside of the fiber (outside-in flow). 1765: 2521: 1951:"Integration of Porous and Permeable Poly(ether sulfone) Feed Spacer onto Membrane Surfaces via Direct 3D Printing" 1164:
fouling. However, if fouling has already taken place, it should be removed by using physical or chemical cleaning.
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high frequency back pulsing resulting in efficient removal of dirt layer. This method is most commonly used for
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Musthafa O.Mavukkandy; Samantha McBride; David Warsinger; Nadir Dizge; Shadi Hasan; Hassan Arafat (2020).
1993:"Understanding The Critical Relationship Between Reverse Osmosis Recovery Rates And Concentration Factors" 2514: 617:
The rejection (r) could be defined as the number of particles that have been removed from the feedwater.
305:, consists of a bundle of hundreds to thousands of hollow fibers. The entire assembly is inserted into a 246: 2166:
Le-Clech, P.; Fane, A.; Leslie, G.; Childress, A. (June 2005). "MBR focus: the operator's perspective".
1918:"A Critical Assessment of Surface-Patterned Membranes and Their Role in Advancing Membrane Technologies" 393: 2626: 2390:"Current trends and future prospects in the design of seawater reverse osmosis desalination technology" 703: 2727: 1846:
Adam S, Cheng RC, Vuong DX, Wattier KL (2003). "Long Beach's dual-stage NF beats single-stage SWRO".
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Equipment simplicity and modularity, which facilitates the incorporation of more efficient membranes
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is a selective barrier; it allows some things to pass through but stops others. Such things may be
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Break down the polymers into smaller molecules, using depolymerisation and degradation techniques.
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or heterogeneous structure. Membranes can be neutral or charged, and particle transport can be
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takes places when the solid matter in the feed is larger than the pore sizes of the membrane.
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Ould Mohamedou, E.; Penate Suarez, D. B.; Vince, F.; Jaouen, P.; Pontie, M. (1 April 2010).
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Distinct features of membranes are responsible for the interest in using them as additional
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An emerging class of membranes rely on nanostructure channels to separate materials at the
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Advantage: that heterogeneous polymers with limited use of pre-treatment can be processed.
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If not properly controlled, can emit greenhouse gases as well as other harmful products.
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Recent studies have assessed to combine relaxation and backwashing for optimum results,.
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and alcohols from water that traditionally have required expensive and energy intensive
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occurs when the particles of the feed-water become stuck in the pores of the membrane.
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Grinding of the polymeric materials into suitable size (loss of 5% of the material).
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Paula van den Brink, Frank Vergeldt, Henk Van As, Arie Zwijnenburg, Hardy Temmink,
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Do not demand adsorbents or solvents, which may be expensive or difficult to handle
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The operational driving force per unit membrane area (Trans Membrane Pressure, TMP)
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directly into the membrane, giving rise to the concept of an integrated membrane
118: 59: 26: 1043:{\displaystyle S={Q_{permeate} \over Q_{feed}}=1-{Q_{concentrate} \over Q_{feed}}} 2269: 2238: 2210: 2098: 2038: 1630: 286: 282: 215: 169: 147: 110: 102: 98: 91: 87: 83: 67: 63: 2413: 2374: 2316: 1934: 1917: 1901: 1876: 1823: 1798: 1608: 387:
The total permeate flow from a membrane system is given by following equation:
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proteins and carbohydrates. Also, they can remove viruses and some endotoxins.
160:(MBR) which combine microfiltration and a bioreactor for biological treatment. 106: 75: 2488:. "Potential of mechanical cleaning of membranes from a membrane bioreactor". 1448:
Membrane components than can be recycled (thermoplastics): PP, polyester, etc.
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Thin, film-like structure separating two fluids, acting as a selective barrier
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Membranes on Polyolefins Plants Vent Recovery, Improvement Economics Program
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for separation processes in fluid processes. Some advantages noted include:
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The trans-membrane pressure (TMP) is given by the following expression:
2693: 2616: 2194: 1150: 71: 46:, or other small particles. Membranes can be generally classified into 19:
This article is about selective barrier membranes. For other uses, see
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technologies. Since the 1980s, these separation processes, along with
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models have been introduced in order to optimize transport phenomena
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Less energy-intensive, since they do not require major phase changes
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Previous washing to avoid property deterioration during the process.
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required to achieve a pressure suitable for permeate flow reversion.
2254:"Thin film deposition techniques for polymeric membranes– A review" 1488:
Disadvantage: more expensive and complex than mechanical recycling.
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The permeability (k) of a membrane is given by the next equation:
238: 230: 126: 39: 1363: 841:{\displaystyle Q_{f}\cdot C_{f}=Q_{p}\cdot C_{p}+Q_{c}\cdot C_{c}} 2636: 2578: 1657: 1482:
Chemical recycling processes are tailored for specific materials.
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techniques for membrane include membrane relaxation and membrane
113:(RO) membranes. Membranes can also be of various thickness, with 1777: 1775: 876:
Two operation modes for membranes can be used. These modes are:
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Bioprozesstechnik : EinfĂĽhrung in die Bioverfahrenstechnik
2223: 1744: 1742: 861:, and it is the main limitation to membrane process operation. 254: 250: 2388:
Peñate, Baltasar; García-Rodríguez, Lourdes (4 January 2012).
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Melting and extrusion process (loss of 10 % of material).
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Membranes are used with pressure as the driving processes in
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takes place when microorganisms grow on the membrane surface.
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Volume reduction by 90–99%, reducing the strain on landfill.
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The fouling and subsequent cleaning of the membrane surface.
133:, chemical or electrical gradients of the membrane process. 62:, which cover a cell nucleus; and tissue membranes, such as 2481:. McGraw-Hill Book Company, New York. Fourth Edition, 2004. 2165: 1664: 1433:
A first separation of the components of interest is needed.
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along a concentration gradient is the driving force. Also
871: 1781: 43: 1567: 2387: 2016: 687:{\displaystyle r={(C_{f}-C_{p}) \over C_{f}}\cdot 100} 2072:
Proceedings of Water Environment- Membrane Technology
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Small and Decentralized Wastewater Management Systems
907: 762: 706: 626: 588:{\displaystyle P_{TMP}={(P_{f}+P_{c}) \over 2}-P_{p}} 514: 455: 396: 136: 70:. Synthetic membranes are made by humans for use in 443:is the water flux rate and A is the membrane area 2084: 2351:"New lives for old reverse osmosis (RO) membranes" 1042: 840: 745: 686: 587: 494: 428: 1158: 2714: 2192: 1735:. Lancaster, PA.: echonomic Publishing Co., Inc. 1997:American Membrane Technology Association (AMTA) 382: 1705: 697:The corresponding mass balance equations are: 2522: 2425: 2423: 363: 1948: 1915: 1874: 1733:Ultrafiltration and Microfiltration Handbook 1343: 1140:Formation of chemical precipitates known as 439:Where Qp is the permeate stream flowrate , F 2479:Wastewater Engineering, Treatment and Reuse 1479:Cannot be used with contaminated materials. 224: 2546:Mechanisms for chemical transport through 2529: 2515: 2442: 2420: 1730: 1058: 864: 264: 30:Schematic of size-based membrane exclusion 2133: 2046: 1966: 1933: 1900: 1822: 1710:(2 ed.). Kluwer Academic: Springer. 1362: 1070:and, thus, requiring periodic cleaning. 177: 25: 1991:Harold G. Fravel, Jr. (28 April 2014). 1708:Basic principles of membrane technology 1416: 872:Dead-end and cross-flow operation modes 495:{\displaystyle k={F_{w} \over P_{TMP}}} 209: 163: 141: 2715: 2536: 2448: 610:the pressure of concentrate stream ; P 190: 2510: 1949:Ibrahim, Yazan; Hilal, Nidal (2024). 1916:Ibrahim, Yazan; Hilal, Nidal (2023). 1875:Ibrahim, Yazan; Hilal, Nidal (2023). 1786:. New York: McGraw-Hill Book Company. 1422:Mechanical recycling characteristics: 606:the inlet pressure of feed stream ; P 2659:Non-specific, adsorptive pinocytosis 1568:Advantages of RO membranes recycling 245:(PIMS), and membranes incorporating 1670:Lack of solvent resistant materials 1660:– the decrease of function with use 1503:Energetic recovery characteristics: 1465:Chemical recycling characteristics: 1348: 243:polymers of intrinsic microporosity 156:Relatively recent developments are 125:. The latter can be facilitated by 13: 1782:Crites and Tchobangiglous (1998). 1294:Optimizing the operation condition 614:the pressure if permeate stream . 602:is the trans-membrane pressure , P 429:{\displaystyle Q_{p}=F_{w}\cdot A} 137:Membrane processes classifications 14: 2749: 1955:ACS Applied Engineering Materials 746:{\displaystyle Q_{f}=Q_{p}+Q_{c}} 1148:Colonization of the membrane or 2471: 2432: 2381: 2342: 2333: 2323: 2284: 2245: 2217: 2186: 2159: 2105: 2078: 2063: 2010: 1984: 1975: 1942: 1602: 1320:Pre-treatment of the feed water 241:membranes, membranes made from 182:The wall of an ultrafiltration 54:. Biological membranes include 1909: 1868: 1858: 1839: 1790: 1724: 1699: 1159:Fouling control and mitigation 662: 636: 563: 537: 355:by aeration, backwash and CIP. 1: 2679:Receptor-mediated endocytosis 2180:10.1016/S0015-1882(05)70556-5 2144:10.1016/s0043-1354(02)00534-1 1692: 1584:to environmental degradation. 372:The membrane permeability (k) 2270:10.1016/j.memsci.2020.118258 2239:10.1016/j.memsci.2014.08.026 2211:10.1016/j.memsci.2006.08.019 2099:10.1016/j.memsci.2004.12.032 2039:10.1016/j.watres.2017.06.052 383:Flux, pressure, permeability 7: 2490:Journal of membrane science 2414:10.1016/j.desal.2011.09.010 2375:10.1016/j.desal.2009.11.032 2317:10.1016/j.desal.2012.05.030 2258:Journal of Membrane Science 2227:Journal of Membrane Science 2199:Journal of Membrane Science 2168:Filtration & Separation 2087:Journal of Membrane Science 1935:10.1021/acsestwater.3c00564 1680: 1442:Possible posterior washing. 10: 2754: 2627:Secondary active transport 1902:10.1038/s41545-023-00277-3 1803:Materials Research Express 1405: 1401: 1386: 1352: 1275:Chemical enhanced backwash 1084: 1080: 364:Membrane process operation 213: 194: 167: 145: 18: 2692: 2644: 2635: 2597: 2554: 2544: 1344:Recycling of RO membranes 235:carbon nanotube membranes 21:Membrane (disambiguation) 2622:Primary active transport 1848:Desalination Water Reuse 1824:10.1088/2053-1591/ac48b8 1382: 1127:Gel/cake layer formation 1101:Build-up of constituents 247:metal–organic frameworks 225:Nanostructured membranes 2486:Mark C.M.van Loosdrecht 1968:10.1021/acsaenm.4c00086 1706:Mulder, Marcel (1996). 265:Membrane configurations 2449:Chmiel, Horst (2006). 1367: 1044: 842: 747: 688: 589: 496: 430: 350:Ceramic and polymeric 187: 74:and industry (such as 31: 2574:Facilitated diffusion 1366: 1314:cross-flow filtration 1067:solids concentration 1045: 889:Cross-flow filtration 843: 748: 689: 590: 497: 431: 303:Hollow fiber membrane 233:scale. These include 184:hollow fiber membrane 181: 29: 2548:biological membranes 1417:Techniques recycling 905: 760: 704: 624: 512: 453: 394: 352:flat sheet membranes 210:Reverse osmosis (RO) 164:Ultrafiltration (UF) 158:membrane bioreactors 142:Microfiltration (MF) 52:biological membranes 2738:Membrane technology 2406:2012Desal.284....1P 2367:2010Desal.253...62O 2309:2012Desal.299..103L 2126:2003WatRe..37.1192K 2031:2017WatRe.123..124M 1893:2023npjCW...6...60I 1815:2022MRE.....9a2003C 1731:Cheryan, M (1998). 1627:membrane filtration 1334:Membrane alteration 1210:Membrane relaxation 881:Dead-end filtration 191:Nanofiltration (NF) 48:synthetic membranes 2568:mediated transport 2538:Membrane transport 2477:Metcalf and Eddy. 2193:Le-Clech, Pierre; 1922:ACS ES&T Water 1754:. Intratec. 2012. 1643:chemical potential 1629:of solutes and in 1368: 1040: 838: 743: 684: 585: 492: 426: 188: 32: 2710: 2709: 2706: 2705: 2556:Passive transport 2503:. Elsevier, 2010. 1928:(12): 3807–3834. 1717:978-0-7923-4248-9 1667:per membrane area 1281:Chemical cleaning 1262:Chemical cleaning 1235:ceramic membranes 1168:Physical cleaning 1038: 966: 676: 570: 490: 60:nuclear membranes 2745: 2728:Water technology 2642: 2641: 2599:Active transport 2564:Simple diffusion 2531: 2524: 2517: 2508: 2507: 2496:, 2013. 259-267. 2465: 2464: 2446: 2440: 2436: 2430: 2427: 2418: 2417: 2385: 2379: 2378: 2346: 2340: 2337: 2331: 2327: 2321: 2320: 2288: 2282: 2281: 2249: 2243: 2242: 2221: 2215: 2214: 2190: 2184: 2183: 2163: 2157: 2155: 2137: 2120:(5): 1192–1197. 2109: 2103: 2102: 2093:(1–2): 217–232. 2082: 2076: 2075: 2067: 2061: 2060: 2050: 2014: 2008: 2007: 2005: 2003: 1988: 1982: 1979: 1973: 1972: 1970: 1961:(4): 1094–1109. 1946: 1940: 1939: 1937: 1913: 1907: 1906: 1904: 1872: 1866: 1862: 1856: 1855: 1843: 1837: 1836: 1826: 1794: 1788: 1787: 1779: 1770: 1769: 1764:. Archived from 1746: 1737: 1736: 1728: 1722: 1721: 1703: 1355:Waste prevention 1349:Waste prevention 1087:Membrane fouling 1062: 1049: 1047: 1046: 1041: 1039: 1037: 1036: 1018: 1017: 978: 967: 965: 964: 946: 945: 915: 868: 847: 845: 844: 839: 837: 836: 824: 823: 811: 810: 798: 797: 785: 784: 772: 771: 752: 750: 749: 744: 742: 741: 729: 728: 716: 715: 693: 691: 690: 685: 677: 675: 674: 665: 661: 660: 648: 647: 634: 594: 592: 591: 586: 584: 583: 571: 566: 562: 561: 549: 548: 535: 530: 529: 501: 499: 498: 493: 491: 489: 488: 473: 472: 463: 435: 433: 432: 427: 419: 418: 406: 405: 2753: 2752: 2748: 2747: 2746: 2744: 2743: 2742: 2733:Water treatment 2713: 2712: 2711: 2702: 2688: 2631: 2593: 2550: 2540: 2535: 2474: 2469: 2468: 2461: 2447: 2443: 2437: 2433: 2428: 2421: 2386: 2382: 2347: 2343: 2338: 2334: 2328: 2324: 2289: 2285: 2264:(1–2): 118258. 2250: 2246: 2222: 2218: 2191: 2187: 2164: 2160: 2135:10.1.1.464.9473 2110: 2106: 2083: 2079: 2068: 2064: 2015: 2011: 2001: 1999: 1989: 1985: 1980: 1976: 1947: 1943: 1914: 1910: 1881:npj Clean Water 1873: 1869: 1863: 1859: 1844: 1840: 1795: 1791: 1780: 1773: 1762: 1748: 1747: 1740: 1729: 1725: 1718: 1704: 1700: 1695: 1683: 1631:reverse osmosis 1605: 1570: 1419: 1410: 1404: 1391: 1385: 1357: 1351: 1346: 1161: 1089: 1083: 1023: 1019: 983: 979: 977: 951: 947: 920: 916: 914: 906: 903: 902: 874: 832: 828: 819: 815: 806: 802: 793: 789: 780: 776: 767: 763: 761: 758: 757: 737: 733: 724: 720: 711: 707: 705: 702: 701: 670: 666: 656: 652: 643: 639: 635: 633: 625: 622: 621: 613: 609: 605: 601: 579: 575: 557: 553: 544: 540: 536: 534: 519: 515: 513: 510: 509: 478: 474: 468: 464: 462: 454: 451: 450: 442: 414: 410: 401: 397: 395: 392: 391: 385: 366: 307:pressure vessel 287:ultrafiltration 267: 227: 218: 216:Reverse osmosis 212: 199: 193: 172: 170:Ultrafiltration 166: 150: 148:Microfiltration 144: 139: 111:reverse osmosis 103:ultrafiltration 99:microfiltration 92:electrodialysis 88:ultrafiltration 84:microfiltration 76:chemical plants 24: 17: 12: 11: 5: 2751: 2741: 2740: 2735: 2730: 2725: 2708: 2707: 2704: 2703: 2698: 2696: 2690: 2689: 2687: 2686: 2681: 2676: 2671: 2666: 2661: 2656: 2650: 2648: 2639: 2633: 2632: 2630: 2629: 2624: 2619: 2614: 2609: 2603: 2601: 2595: 2594: 2592: 2591: 2586: 2581: 2576: 2571: 2560: 2558: 2552: 2551: 2545: 2542: 2541: 2534: 2533: 2526: 2519: 2511: 2505: 2504: 2497: 2482: 2473: 2470: 2467: 2466: 2460:978-3827416070 2459: 2441: 2431: 2419: 2380: 2361:(1–3): 62–70. 2341: 2332: 2322: 2283: 2244: 2216: 2205:(1–2): 17–53. 2185: 2158: 2104: 2077: 2062: 2025:(1): 124–133. 2019:Water Research 2009: 1983: 1974: 1941: 1908: 1867: 1857: 1838: 1789: 1771: 1768:on 2013-05-13. 1761:978-0615678917 1760: 1738: 1723: 1716: 1697: 1696: 1694: 1691: 1690: 1689: 1682: 1679: 1678: 1677: 1671: 1668: 1661: 1623: 1622: 1619: 1616: 1609:unit operation 1604: 1601: 1600: 1599: 1598: 1597: 1596: 1595: 1594: 1593: 1589: 1585: 1581: 1569: 1566: 1565: 1564: 1563: 1562: 1561: 1560: 1559: 1558: 1554: 1550: 1547: 1535:Post-treatment 1532: 1531: 1530: 1529: 1528: 1527: 1526: 1525: 1522: 1519: 1515: 1500: 1499: 1498: 1497: 1496: 1495: 1494: 1493: 1492:decomposition. 1489: 1486: 1483: 1480: 1477: 1462: 1461: 1460: 1459: 1458: 1457: 1456: 1455: 1452: 1449: 1446: 1443: 1440: 1437: 1434: 1418: 1415: 1406:Main article: 1403: 1400: 1387:Main article: 1384: 1381: 1353:Main article: 1350: 1347: 1345: 1342: 1331: 1330: 1329: 1328: 1327: 1326: 1325: 1324: 1317: 1310: 1291: 1290: 1289: 1288: 1287: 1286: 1285: 1284: 1278: 1259: 1258: 1257: 1256: 1255: 1254: 1246: 1245: 1244: 1243: 1242: 1241: 1240: 1239: 1221: 1220: 1219: 1218: 1217: 1216: 1215: 1214: 1200: 1199: 1198: 1197: 1196: 1195: 1194: 1193: 1160: 1157: 1156: 1155: 1146: 1137: 1136: 1135: 1134: 1133: 1132: 1131: 1130: 1124: 1118: 1115:Pore narrowing 1105: 1104: 1085:Main article: 1082: 1079: 1064: 1063: 1055: 1054: 1053: 1052: 1051: 1050: 1035: 1032: 1029: 1026: 1022: 1016: 1013: 1010: 1007: 1004: 1001: 998: 995: 992: 989: 986: 982: 976: 973: 970: 963: 960: 957: 954: 950: 944: 941: 938: 935: 932: 929: 926: 923: 919: 913: 910: 895: 894: 885: 873: 870: 849: 848: 835: 831: 827: 822: 818: 814: 809: 805: 801: 796: 792: 788: 783: 779: 775: 770: 766: 754: 753: 740: 736: 732: 727: 723: 719: 714: 710: 695: 694: 683: 680: 673: 669: 664: 659: 655: 651: 646: 642: 638: 632: 629: 611: 607: 603: 599: 596: 595: 582: 578: 574: 569: 565: 560: 556: 552: 547: 543: 539: 533: 528: 525: 522: 518: 503: 502: 487: 484: 481: 477: 471: 467: 461: 458: 440: 437: 436: 425: 422: 417: 413: 409: 404: 400: 384: 381: 380: 379: 376: 373: 365: 362: 361: 360: 359: 358: 357: 356: 343: 342: 341: 340: 339: 338: 329: 328: 327: 326: 325: 324: 315: 314: 313: 312: 311: 310: 295: 294: 293: 292: 291: 290: 266: 263: 226: 223: 214:Main article: 211: 208: 197:Nanofiltration 195:Main article: 192: 189: 168:Main article: 165: 162: 146:Main article: 143: 140: 138: 135: 107:nanofiltration 56:cell membranes 15: 9: 6: 4: 3: 2: 2750: 2739: 2736: 2734: 2731: 2729: 2726: 2724: 2721: 2720: 2718: 2701: 2700:Degranulation 2697: 2695: 2691: 2685: 2682: 2680: 2677: 2675: 2672: 2670: 2667: 2665: 2662: 2660: 2657: 2655: 2654:Efferocytosis 2652: 2651: 2649: 2647: 2643: 2640: 2638: 2634: 2628: 2625: 2623: 2620: 2618: 2615: 2613: 2610: 2608: 2605: 2604: 2602: 2600: 2596: 2590: 2587: 2585: 2582: 2580: 2577: 2575: 2572: 2569: 2565: 2562: 2561: 2559: 2557: 2553: 2549: 2543: 2539: 2532: 2527: 2525: 2520: 2518: 2513: 2512: 2509: 2502: 2498: 2495: 2491: 2487: 2483: 2480: 2476: 2475: 2462: 2456: 2452: 2445: 2435: 2426: 2424: 2415: 2411: 2407: 2403: 2399: 2395: 2391: 2384: 2376: 2372: 2368: 2364: 2360: 2356: 2352: 2345: 2336: 2326: 2318: 2314: 2310: 2306: 2302: 2298: 2294: 2287: 2279: 2275: 2271: 2267: 2263: 2259: 2255: 2248: 2240: 2236: 2232: 2228: 2220: 2212: 2208: 2204: 2200: 2196: 2189: 2181: 2177: 2173: 2169: 2162: 2153: 2149: 2145: 2141: 2136: 2131: 2127: 2123: 2119: 2115: 2108: 2100: 2096: 2092: 2088: 2081: 2073: 2066: 2058: 2054: 2049: 2044: 2040: 2036: 2032: 2028: 2024: 2020: 2013: 1998: 1994: 1987: 1978: 1969: 1964: 1960: 1956: 1952: 1945: 1936: 1931: 1927: 1923: 1919: 1912: 1903: 1898: 1894: 1890: 1886: 1882: 1878: 1871: 1861: 1853: 1849: 1842: 1834: 1830: 1825: 1820: 1816: 1812: 1809:(1): 012003. 1808: 1804: 1800: 1793: 1785: 1778: 1776: 1767: 1763: 1757: 1753: 1752: 1745: 1743: 1734: 1727: 1719: 1713: 1709: 1702: 1698: 1688: 1687:Collodion bag 1685: 1684: 1675: 1672: 1669: 1666: 1662: 1659: 1656: 1655: 1654: 1651: 1648: 1644: 1640: 1639:pervaporation 1636: 1632: 1628: 1620: 1617: 1614: 1613: 1612: 1610: 1590: 1586: 1582: 1578: 1577: 1576: 1575: 1574: 1573: 1572: 1571: 1555: 1551: 1548: 1545: 1544: 1543: 1542: 1541: 1540: 1539: 1538: 1537: 1536: 1523: 1520: 1516: 1513: 1512: 1511: 1510: 1509: 1508: 1507: 1506: 1505: 1504: 1490: 1487: 1484: 1481: 1478: 1475: 1474: 1473: 1472: 1471: 1470: 1469: 1468: 1467: 1466: 1453: 1450: 1447: 1444: 1441: 1438: 1435: 1432: 1431: 1430: 1429: 1428: 1427: 1426: 1425: 1424: 1423: 1414: 1409: 1399: 1395: 1390: 1380: 1376: 1372: 1365: 1361: 1356: 1341: 1339: 1335: 1321: 1318: 1315: 1311: 1308: 1307:Reducing flux 1305: 1304: 1303: 1302: 1301: 1300: 1299: 1298: 1297: 1295: 1282: 1279: 1276: 1273: 1272: 1271: 1270: 1269: 1268: 1267: 1266: 1265: 1263: 1252: 1251: 1250: 1249: 1248: 1247: 1238: 1236: 1232: 1229: 1228: 1227: 1226: 1225: 1224: 1223: 1222: 1211: 1208: 1207: 1206: 1205: 1204: 1203: 1202: 1201: 1190: 1189:back-flushing 1186: 1183: 1182: 1181: 1180: 1179: 1178: 1177: 1176: 1175: 1173: 1169: 1165: 1153: 1152: 1147: 1145: 1144: 1139: 1138: 1128: 1125: 1122: 1121:Pore blocking 1119: 1116: 1113: 1112: 1111: 1110: 1109: 1108: 1107: 1106: 1102: 1099: 1098: 1097: 1093: 1088: 1078: 1076: 1071: 1069: 1061: 1057: 1056: 1033: 1030: 1027: 1024: 1020: 1014: 1011: 1008: 1005: 1002: 999: 996: 993: 990: 987: 984: 980: 974: 971: 968: 961: 958: 955: 952: 948: 942: 939: 936: 933: 930: 927: 924: 921: 917: 911: 908: 901: 900: 899: 898: 897: 896: 891: 890: 886: 882: 879: 878: 877: 869: 867: 862: 860: 859: 852: 833: 829: 825: 820: 816: 812: 807: 803: 799: 794: 790: 786: 781: 777: 773: 768: 764: 756: 755: 738: 734: 730: 725: 721: 717: 712: 708: 700: 699: 698: 681: 678: 671: 667: 657: 653: 649: 644: 640: 630: 627: 620: 619: 618: 615: 580: 576: 572: 567: 558: 554: 550: 545: 541: 531: 526: 523: 520: 516: 508: 507: 506: 485: 482: 479: 475: 469: 465: 459: 456: 449: 448: 447: 444: 423: 420: 415: 411: 407: 402: 398: 390: 389: 388: 377: 374: 371: 370: 369: 353: 349: 348: 347: 346: 345: 344: 335: 334: 333: 332: 331: 330: 321: 320: 319: 318: 317: 316: 308: 304: 301: 300: 299: 298: 297: 296: 288: 284: 280: 277: 276: 275: 274: 273: 272: 271: 262: 260: 256: 252: 248: 244: 240: 236: 232: 222: 217: 207: 203: 198: 185: 180: 176: 171: 161: 159: 154: 149: 134: 132: 131:concentration 128: 124: 120: 116: 112: 108: 104: 100: 95: 93: 89: 85: 79: 77: 73: 69: 65: 61: 57: 53: 49: 45: 41: 37: 28: 22: 2684:Transcytosis 2664:Phagocytosis 2500: 2499:Simon Judd. 2493: 2489: 2478: 2472:Bibliography 2450: 2444: 2434: 2397: 2394:Desalination 2393: 2383: 2358: 2355:Desalination 2354: 2344: 2335: 2325: 2300: 2297:Desalination 2296: 2286: 2261: 2257: 2247: 2230: 2226: 2219: 2202: 2198: 2188: 2174:(5): 20–23. 2171: 2167: 2161: 2117: 2113: 2107: 2090: 2086: 2080: 2071: 2065: 2048:10754/625148 2022: 2018: 2012: 2000:. Retrieved 1996: 1986: 1977: 1958: 1954: 1944: 1925: 1921: 1911: 1884: 1880: 1870: 1860: 1851: 1847: 1841: 1806: 1802: 1792: 1783: 1766:the original 1750: 1732: 1726: 1707: 1701: 1663:Prohibitive 1652: 1647:perstraction 1624: 1606: 1603:Applications 1534: 1533: 1502: 1501: 1464: 1463: 1421: 1420: 1411: 1396: 1392: 1377: 1373: 1369: 1358: 1333: 1332: 1319: 1313: 1306: 1293: 1292: 1280: 1274: 1261: 1260: 1231:Back pulsing 1230: 1209: 1188: 1185:Back-washing 1184: 1167: 1166: 1162: 1149: 1142: 1141: 1126: 1120: 1114: 1100: 1094: 1090: 1072: 1065: 887: 880: 875: 863: 856: 853: 850: 696: 616: 597: 504: 445: 438: 386: 367: 268: 259:distillation 228: 219: 204: 200: 173: 155: 151: 96: 80: 72:laboratories 35: 33: 2674:Potocytosis 2669:Pinocytosis 2646:Endocytosis 2303:: 103–112. 2233:: 347–361. 2195:Chen, Vicki 1592:operations. 1172:backwashing 115:homogeneous 2717:Categories 2694:Exocytosis 2617:Antiporter 1693:References 1588:challenge. 1557:treatment. 1151:biofouling 2612:Symporter 2607:Uniporter 2330:Thailand. 2278:219428325 2130:CiteSeerX 2114:Water Res 1887:(1): 60. 1833:245810763 1408:Recycling 1338:thin film 1213:membrane. 975:− 826:⋅ 800:⋅ 774:⋅ 679:⋅ 650:− 573:− 421:⋅ 255:paraffins 231:molecular 109:(NF) and 40:molecules 2589:Carriers 2584:Channels 2566:(or non- 2439:127-141. 2152:12553996 2057:28658633 1854:: 18–21. 1681:See also 1674:Scale-up 1635:dialysis 884:surface. 239:graphene 127:pressure 36:membrane 2723:Fouling 2637:Cytosis 2579:Osmosis 2402:Bibcode 2400:: 1–8. 2363:Bibcode 2305:Bibcode 2122:Bibcode 2027:Bibcode 1889:Bibcode 1811:Bibcode 1658:Fouling 1518:casing. 1402:Recycle 1143:scaling 1081:Fouling 858:fouling 598:where P 337:module. 279:Tubular 251:olefins 123:passive 68:serosae 64:mucosae 2457:  2276:  2150:  2132:  2055:  2002:15 May 1865:77–84. 1831:  1758:  1714:  1312:Using 283:micro- 119:active 105:(UF), 101:(MF), 2274:S2CID 1829:S2CID 1676:risks 1633:. In 1389:Reuse 1383:Reuse 253:from 2455:ISBN 2148:PMID 2053:PMID 2004:2015 1756:ISBN 1712:ISBN 1665:cost 1641:the 1637:and 285:and 86:and 66:and 50:and 44:ions 2494:429 2410:doi 2398:284 2371:doi 2359:253 2313:doi 2301:299 2266:doi 2262:610 2235:doi 2231:471 2207:doi 2203:284 2176:doi 2140:doi 2095:doi 2091:253 2043:hdl 2035:doi 2023:123 1963:doi 1930:doi 1897:doi 1819:doi 1187:or 855:as 682:100 600:TMP 121:or 78:). 2719:: 2492:. 2422:^ 2408:. 2396:. 2392:. 2369:. 2357:. 2353:. 2311:. 2299:. 2295:. 2272:. 2260:. 2256:. 2229:. 2201:. 2172:42 2170:. 2146:. 2138:. 2128:. 2118:37 2116:. 2089:. 2051:. 2041:. 2033:. 2021:. 1995:. 1957:. 1953:. 1924:. 1920:. 1895:. 1883:. 1879:. 1852:13 1850:. 1827:. 1817:. 1805:. 1801:. 1774:^ 1741:^ 1174:. 261:. 237:, 129:, 42:, 34:A 2570:) 2530:e 2523:t 2516:v 2463:. 2416:. 2412:: 2404:: 2377:. 2373:: 2365:: 2319:. 2315:: 2307:: 2280:. 2268:: 2241:. 2237:: 2213:. 2209:: 2182:. 2178:: 2156:. 2154:. 2142:: 2124:: 2101:. 2097:: 2074:. 2059:. 2045:: 2037:: 2029:: 2006:. 1971:. 1965:: 1959:2 1938:. 1932:: 1926:3 1905:. 1899:: 1891:: 1885:6 1835:. 1821:: 1813:: 1807:9 1720:. 1034:d 1031:e 1028:e 1025:f 1021:Q 1015:e 1012:t 1009:a 1006:r 1003:t 1000:n 997:e 994:c 991:n 988:o 985:c 981:Q 972:1 969:= 962:d 959:e 956:e 953:f 949:Q 943:e 940:t 937:a 934:e 931:m 928:r 925:e 922:p 918:Q 912:= 909:S 834:c 830:C 821:c 817:Q 813:+ 808:p 804:C 795:p 791:Q 787:= 782:f 778:C 769:f 765:Q 739:c 735:Q 731:+ 726:p 722:Q 718:= 713:f 709:Q 672:f 668:C 663:) 658:p 654:C 645:f 641:C 637:( 631:= 628:r 612:p 608:c 604:f 581:p 577:P 568:2 564:) 559:c 555:P 551:+ 546:f 542:P 538:( 532:= 527:P 524:M 521:T 517:P 486:P 483:M 480:T 476:P 470:w 466:F 460:= 457:k 441:w 424:A 416:w 412:F 408:= 403:p 399:Q 23:.

Index

Membrane (disambiguation)

molecules
ions
synthetic membranes
biological membranes
cell membranes
nuclear membranes
mucosae
serosae
laboratories
chemical plants
microfiltration
ultrafiltration
electrodialysis
microfiltration
ultrafiltration
nanofiltration
reverse osmosis
homogeneous
active
passive
pressure
concentration
Microfiltration
membrane bioreactors
Ultrafiltration

hollow fiber membrane
Nanofiltration

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