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1

Jaeger, Peter. "Modelling Real World Using Stochastic Processes and Filtration." Formalized Mathematics 24, no. 1 (March 1, 2016): 1–16. http://dx.doi.org/10.1515/forma-2016-0001.

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Summary First we give an implementation in Mizar [2] basic important definitions of stochastic finance, i.e. filtration ([9], pp. 183 and 185), adapted stochastic process ([9], p. 185) and predictable stochastic process ([6], p. 224). Second we give some concrete formalization and verification to real world examples. In article [8] we started to define random variables for a similar presentation to the book [6]. Here we continue this study. Next we define the stochastic process. For further definitions based on stochastic process we implement the definition of filtration. To get a better understanding we give a real world example and connect the statements to the theorems. Other similar examples are given in [10], pp. 143-159 and in [12], pp. 110-124. First we introduce sets which give informations referring to today (Ωnow, Def.6), tomorrow (Ωfut1 , Def.7) and the day after tomorrow (Ωfut2 , Def.8). We give an overview for some events in the σ-algebras Ωnow, Ωfut1 and Ωfut2, see theorems (22) and (23). The given events are necessary for creating our next functions. The implementations take the form of: Ωnow ⊂ Ωfut1 ⊂ Ωfut2 see theorem (24). This tells us growing informations from now to the future 1=now, 2=tomorrow, 3=the day after tomorrow. We install functions f : {1, 2, 3, 4} → ℝ as following: f1 : x → 100, ∀x ∈ dom f, see theorem (36), f2 : x → 80, for x = 1 or x = 2 and f2 : x → 120, for x = 3 or x = 4, see theorem (37), f3 : x → 60, for x = 1, f3 : x → 80, for x = 2 and f3 : x → 100, for x = 3, f3 : x → 120, for x = 4 see theorem (38). These functions are real random variable: f1 over Ωnow, f2 over Ωfut1, f3 over Ωfut2, see theorems (46), (43) and (40). We can prove that these functions can be used for giving an example for an adapted stochastic process. See theorem (49). We want to give an interpretation to these functions: suppose you have an equity A which has now (= w1) the value 100. Tomorrow A changes depending which scenario occurs − e.g. another marketing strategy. In scenario 1 (= w11) it has the value 80, in scenario 2 (= w12) it has the value 120. The day after tomorrow A changes again. In scenario 1 (= w111) it has the value 60, in scenario 2 (= w112) the value 80, in scenario 3 (= w121) the value 100 and in scenario 4 (= w122) it has the value 120. For a visualization refer to the tree: The sets w1,w11,w12,w111,w112,w121,w122 which are subsets of {1, 2, 3, 4}, see (22), tell us which market scenario occurs. The functions tell us the values to the relevant market scenario: For a better understanding of the definition of the random variable and the relation to the functions refer to [7], p. 20. For the proof of certain sets as σ-fields refer to [7], pp. 10-11 and [9], pp. 1-2. This article is the next step to the arbitrage opportunity. If you use for example a simple probability measure, refer, for example to literature [3], pp. 28-34, [6], p. 6 and p. 232 you can calculate whether an arbitrage exists or not. Note, that the example given in literature [3] needs 8 instead of 4 informations as in our model. If we want to code the first 3 given time points into our model we would have the following graph, see theorems (47), (44) and (41): The function for the “Call-Option” is given in literature [3], p. 28. The function is realized in Def.5. As a background, more examples for using the definition of filtration are given in [9], pp. 185-188.
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2

Destephen, Jorge A., and Kyung-Ju Choi. "Modelling of filtration processes of fibrous filter media." Separations Technology 6, no. 1 (February 1996): 55–67. http://dx.doi.org/10.1016/0956-9618(96)00140-3.

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3

Wawszczak, Włodzimierz, and Wiktor Strzembosz. "Experimental and Theoretical Diffusion Modelling of Gas Filtration Processes." Research Journal of Textile and Apparel 8, no. 1 (February 2004): 38–42. http://dx.doi.org/10.1108/rjta-08-01-2004-b006.

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4

Koltunov, Leonid Ivanovich, and Alexander Stepanovich Kizhuk. "Mathematical modelling of electrode systems of electrostatic filtration processes." MATEC Web of Conferences 129 (2017): 03014. http://dx.doi.org/10.1051/matecconf/201712903014.

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5

Szwast, Maciej, Zbigniew Szwast, Marian Grądkowski, and Wojciech Piątkiewicz. "Modelling of Postproduction Suspensions’ Concentration Processes by “Batch” Membrane Microfiltration." Chemical and Process Engineering 34, no. 3 (September 1, 2013): 313–25. http://dx.doi.org/10.2478/cpe-2013-0025.

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Abstract The mathematical model of postproduction suspension concentration by microfiltration has been developed. This model describes a process conducted in a batch system with membrane washing by reverse flow of permeate. The model considerations concern filtration pseudocycles consisting of the filtration period and the membrane washing period. The balances of continuous phase volume, dispersed phase mass and energy, for each period of pseudocycle respectively, have been presented.
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6

VDOVIN, Yu I., and D. A. STRELKOV. "OSOBENNOSTI MODELIROVANIYa FIL'TRATsIIV KRUPNOPORISTYKh MATERIALAKh KONSTRUKTsIY VODOZABORNO-OChISTNYKh SOORUZhENIY." Urban construction and architecture 1, no. 1 (February 15, 2011): 54–56. http://dx.doi.org/10.17673/vestnik.2011.01.11.

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Scientific and engineering aspects of modelling the filtration in coarse-pored materials of water intake-treatment plants structures are considered. There have been formulated basic matters for modelling the filtration for solving the problems of improving the technology of water withdrawal from water sources and the construction of water intake-treatment plants. Criteria of modelling filtration processes and washing water inlets filters are observed.
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7

Wetterling, Jonas, Tuve Mattsson, and Hans Theliander. "Modelling filtration processes from local filtration properties: The effect of surface properties on microcrystalline cellulose." Chemical Engineering Science 165 (June 2017): 14–24. http://dx.doi.org/10.1016/j.ces.2017.02.017.

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8

Bomba, Andrii, Mykola Tkachuk, Volodymyr Havryliuk, Ruslan Kyrysha, Ievgenii Gerasimov, and Oleg Pinchuk. "Mathematical modelling of filtration processes in drainage systems using conformal mapping." Journal of Water and Land Development 39, no. 1 (December 1, 2018): 11–15. http://dx.doi.org/10.2478/jwld-2018-0054.

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AbstractThe situation when groundwater considerably rises above the “normal” level, water intake, lowering of groundwater levels and other relevant practical tasks require the drainage facilities. The most effective techniques of numerical studies of the corresponding boundary problems at present time are methods of dealing with inverse boundary value problems (conformal and quasi-conformal mappings). As basis of this research we used the case of combining the fictitious domain methods with quasi-conformal mappings of the solution of nonlinear boundary value problems for the calculation of filtration regimes in environments with free boundary areas (depression curves) and zones of “mountainous” areas.This paper reviews the stationary issue of flat-vertical stationary non-pressure liquid filtration to horizontal symmetric drainage. In the paper a practical methodology for solving boundary value problems on conformal mappings is suggested for the calculation of the filtration process in the horizontal symmetrical drainage.The idea of block iterative methods was used during the creation of the corresponding algorithm which is based on the alternating “freeze” of the anticipated conformance parameter, the internal and boundary connections of the curvilinear area.The results of the conducted numerical calculations confirmed the effectiveness of the suggested problem formulations and algorithms of their numerical solution and the possibility of their use in the modelling of nonlinear filtration processes occurring in horizontal drainage systems, as well as in the design of drainage facilities and optimizing other hydrosystems. Therefore these results are of great importance.
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9

GASBARRA, DARIO, JOSÉ IGOR MORLANES, and ESKO VALKEILA. "INITIAL ENLARGEMENT IN A MARKOV CHAIN MARKET MODEL." Stochastics and Dynamics 11, no. 02n03 (September 2011): 389–413. http://dx.doi.org/10.1142/s021949371100336x.

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Enlargement of filtrations is a classical topic in the general theory of stochastic processes. This theory has been applied to stochastic finance in order to analyze models with insider information. In this paper we study initial enlargement in a Markov chain market model, introduced by Norberg. In the enlarged filtration, several things can happen: some of the jumps times can be accessible or predictable, but in the original filtration all the jumps times are totally inaccessible. But even if the jumps times change to accessible or predictable, the insider does not necessarily have arbitrage possibilities.
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10

Schaller, Jana, Anja Drews, and Matthias Kraume. "Analyses and modelling of filtration processes in MBR and test cells." Desalination 199, no. 1-3 (November 2006): 507–8. http://dx.doi.org/10.1016/j.desal.2006.03.191.

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11

Krishna, R., and R. Baur. "Modelling issues in zeolite based separation processes." Separation and Purification Technology 33, no. 3 (November 2003): 213–54. http://dx.doi.org/10.1016/s1383-5866(03)00008-x.

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12

Gurreri, Luigi, Alessandro Tamburini, and Giorgio Micale. "Electromembrane Processes: Experiments and Modelling." Membranes 11, no. 2 (February 20, 2021): 149. http://dx.doi.org/10.3390/membranes11020149.

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This Special Issue of Membranes journal focuses on electromembrane processes and is motivated by the increasing interest of the scientific community towards their characterization by experiments and modelling for several applications [...]
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13

Paipuri, Mahendra, Soo Hyeong Kim, Oubay Hassan, Nidal Hilal, and Ken Morgan. "Numerical modelling of concentration polarisation and cake formation in membrane filtration processes." Desalination 365 (June 2015): 151–59. http://dx.doi.org/10.1016/j.desal.2015.02.022.

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14

Boiger, Gernot, Marianne Mataln, and Wilhelm Brandstätter. "Simulation of filtration processes in deformable media." International Journal of Multiphysics 3, no. 4 (December 2009): 407–32. http://dx.doi.org/10.1260/1750-9548.3.4.407.

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15

Boiger, Gernot, Marianne Mataln, and Wilhelm Brandstätter. "Simulation of filtration processes in deformable media." International Journal of Multiphysics 3, no. 4 (December 2009): 433–54. http://dx.doi.org/10.1260/1750-9548.3.4.433.

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16

Karev, V. I., D. M. Klimov, Yu F. Kovalenko, and K. B. Ustinov. "Modelling of mechanical and filtration processes near the well with regard to anisotropy." Journal of Physics: Conference Series 991 (April 2018): 012039. http://dx.doi.org/10.1088/1742-6596/991/1/012039.

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17

Boiger, Gernot, Marianne Mataln, Bernhard Gschaider, and Wilhelm Brandstätter. "Part 2: Large Particle Modelling Simulation of particle filtration processes in deformable media." International Journal of Multiphysics 2, no. 2 (July 2008): 191–206. http://dx.doi.org/10.1260/175095408785416938.

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18

Sologaev, V. I. "Use of filtration and electricity analogy in simulation of underflooding protection in urban construction." Russian Automobile and Highway Industry Journal 18, no. 4 (September 17, 2021): 450–62. http://dx.doi.org/10.26518/2071-7296-2021-18-4-450-462.

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Introduction. The fight against underflooding remains an urgent problem. The application of the analogy between water filtration and electric current has the goal of protecting the environment, built-up areas and, in particular, highways in cities from underflooding. Writing Ohm’s law similarly to Darcy’s filtration law, we achieve a better match to their analogy. This, in turn, makes it possible to develop new technologies for protection against underflooding in urban construction, for example, electroosmotic dewatering and its modeling. Such technologies make it possible to drain clayey soils.Methods and materials. Darcy’s law, Ohm’s law and the law of electroosmotic filtration are considered together. A methodology for modelling construction dewatering is given, taking into account the combined effect of the two physical laws of water filtration and electroosmosis, optimally combining the high-altitude geometric arrangement of drainage bases and contact electrodes. The options for draining clay soil under the action of an electric field are presented. With the combined use of gravitational forces and electric direct current forces in the drained soil, the total filtration rate is the sum of the Darcy’s law component and another component of the water velocity – electroosmotic filtration. An additional feature of joint modelling in a porous medium of water filtration and electroosmosis is that the mass of the water-resistant part of the soil and its part related to the dielectric may not coincide. This complexity of the model is overcome by dividing it into modules, which can then be combined in compliance with the balance principle, stitching modules along the boundaries. To continue the scientific discussion, a short but informative overview of international publications on the topic under consideration is given.Discussion. The methodology for complex calculation and modelling of the joint processes of water filtration in soils, the flow of electric current and electroosmotic filtration can find useful application in the development of effective protection against underflooding in urban construction. a sequence of algorithmic modelling steps is recommended. initially, it is recommended to run rough spreadsheet simulations on personal computers and mobile phones. next, a different modelling approach should be applied. based on the initial rough models of the previous step, it is necessary to write the algorithms in the programming language. the compiled model of the investigated filtration and electroosmosis processes will significantly increase the reliability of the design of protection against underflooding.conclusion. a comparison is made of the joint use of construction dewatering means of different physical essence, with simultaneous processes of gravitational filtration of underground water and passing a direct electric current through the drained soil, which causes an additional effect of electroosmosis. it is proposed to apply in a new way the analogy of water filtration and electric current in order to achieve more effective results of engineering activities by modeling protection against underflooding of building areas, ensuring the safety of urban construction when the level of groundwater rises.
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19

Olivier, J., J. Vaxelaire, and E. Vorobiev. "Modelling of Cake Filtration: An Overview." Separation Science and Technology 42, no. 8 (June 2007): 1667–700. http://dx.doi.org/10.1080/01496390701242186.

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20

Dimitrienko, Yu I., and I. O. Bogdanov. "Modelling of filtration of liquid binder in the composite textile structures under RTM processes." IOP Conference Series: Materials Science and Engineering 683 (December 13, 2019): 012011. http://dx.doi.org/10.1088/1757-899x/683/1/012011.

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21

Zhang, Stephanie Y., and Gretchen J. Mahler. "Modelling Renal Filtration and Reabsorption Processes in a Human Glomerulus and Proximal Tubule Microphysiological System." Micromachines 12, no. 8 (August 19, 2021): 983. http://dx.doi.org/10.3390/mi12080983.

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Kidney microphysiological systems (MPS) serve as potentially valuable preclinical instruments in probing mechanisms of renal clearance and osmoregulation. Current kidney MPS models target regions of the nephron, such as the glomerulus and proximal tubule (PCT), but fail to incorporate multiple filtration and absorption interfaces. Here, we describe a novel, partially open glomerulus and PCT microdevice that integrates filtration and absorption in a single MPS. The system equalizes pressure on each side of the PCT that operates with one side “closed” by recirculating into the bloodstream, and the other “opened” by exiting as primary filtrate. This design precisely controls the internal fluid dynamics and prevents loss of all fluid to the open side. Through this feature, an in vitro human glomerulus and proximal tubule MPS was constructed to filter human serum albumin and reabsorb glucose for seven days of operation. For proof-of-concept experiments, three human-derived cell types—conditionally immortalized human podocytes (CIHP-1), human umbilical vein endothelial cells (HUVECs), and human proximal tubule cells (HK-2)—were adapted into a common serum-free medium prior to being seeded into the three-component MPS (T-junction splitter, glomerular housing unit, and parallel proximal tubule barrier model). This system was optimized geometrically (tubing length, tubing internal diameter, and inlet flow rate) using in silico computational modeling. The prototype tri-culture MPS successfully filtered blood serum protein and generated albumin filtration in a physiologically realistic manner, while the device cultured only with proximal tubule cells did not. This glomerulus and proximal convoluted tubule MPS is a potential prototype for the human kidney used in both human-relevant testing and examining pharmacokinetic interactions.
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22

Madeline, J. B., M. Meireles, R. Botet, and B. Cabane. "The role of interparticle forces in colloidal aggregates: local investigations and modelling of restructuring during filtration." Water Science and Technology 53, no. 7 (March 1, 2006): 25–32. http://dx.doi.org/10.2166/wst.2006.204.

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Industrial solid–liquid separation processes, such as pressure filtration or membrane processes, involve the application of pressure to suspensions. In response, some water is extracted, the suspension volume is reduced, and the dispersed aggregates start to form a network. In recent works, we aimed to make a prediction for the response of aggregates to stress which occurs during a filtration. We chose model systems made of aggregated silica nanoparticles. Some of these systems offer a strong resistance to applied stresses, and retain their permeability; others yield and collapse. We used small angle neutron scattering by which we can locally quantify the particle distribution within the network to determine the processes by which particles reorganise during collapse: we found that reordering processes at the scale of 1 to 10 particle diameters control the course of collapse and the loss of permeability. Finally we constructed a numerical model for describing the processes by which colloidal aggregates are compressed. This model predicts that the response of such networks to pressure follows some scaling laws, which depend only on the elastic vs. dissipative nature of interparticle bonds.
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23

Krawiec, Krzysztof, Barbara Bukowska-Belniak, Andrzej Leśniak, and Daniel Kessler. "Analysis of the filtration processes in soil embankment based on numerical modelling and temperature measurements." E3S Web of Conferences 7 (2016): 03018. http://dx.doi.org/10.1051/e3sconf/20160703018.

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24

Gryaznova, Elena. "Hydrogeological modelling in the geotechnical forecast." MATEC Web of Conferences 251 (2018): 04003. http://dx.doi.org/10.1051/matecconf/201825104003.

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Underground development project activities for structures located below existing level of groundwater can cause changes in hydro-geological conditions on the construction site and adjacent territories and lead to development of unfavourable engineering-geological processes. Article presents results of hydrogeological forecast at the construction site with foundation pit enclosed in diaphragm wall. To recreate existing hydrogeological conditions and to create accurate model, inverse problem was solved with a multivariate selection of the filtration parameters of the modeled system in such way that there was a satisfactory alignment of modeled groundwater levels and groundwater levels marked during well-drilling, and analytical data, acquired during analysis and compilation of existing hydrogeological data. Upon solution of inverse problem to replicate existing hydrogeological conditions on the model, a series of forecasting tasks was undertaken to assess the impact of planned construction on hydrogeological situation of the construction site and adjacent territories. Construction was modelled in a multi-variant setting for a completely impermeable diaphragm wall and a permeable diaphragm wall with coefficient of filtration of 0.005 m/day. It is advisable to provide a comprehensive hydrogeological and geotechnical forecast at the design stage as it helps to predict how changes in hydrogeological regime affect deformation behaviour of surrounding buildings.
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25

Manakova, N. A. "Mathematical models and optimal control of the filtration and deformation processes." Bulletin of the South Ural State University. Series "Mathematical Modelling, Programming and Computer Software" 8, no. 3 (2015): 5–24. http://dx.doi.org/10.14529/mmp150301.

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26

Geissler, S., T. Wintgens, T. Melin, K. Vossenkaul, and C. Kullmann. "Modelling approaches for filtration processes with novel submerged capillary modules in membrane bioreactors for wastewater treatment." Desalination 178, no. 1-3 (July 2005): 125–34. http://dx.doi.org/10.1016/j.desal.2004.11.032.

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27

Qi, Shaoying. "Expression for critical suspended particle size in granular media filtration processes." Water Research 32, no. 9 (September 1998): 2856–59. http://dx.doi.org/10.1016/s0043-1354(98)00028-1.

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28

Gmar, Soumaya, Alexandre Chagnes, Ilhem Ben Salah Sayadi, Jean-François Fauvarque, Mohamed Tlili, and Mohamed Ben Amor. "Semiempirical kinetic modelling of water desalination by electrodialysis processes." Separation Science and Technology 52, no. 3 (December 18, 2016): 574–81. http://dx.doi.org/10.1080/01496395.2016.1254661.

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29

Galinha, Claudia F., and João G. Crespo. "From Black Box to Machine Learning: A Journey through Membrane Process Modelling." Membranes 11, no. 8 (July 29, 2021): 574. http://dx.doi.org/10.3390/membranes11080574.

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Membrane processes are complex systems, often comprising several physicochemical phenomena, as well as biological reactions, depending on the systems studied. Therefore, process modelling is a requirement to simulate (and predict) process and membrane performance, to infer about optimal process conditions, to assess fouling development, and ultimately, for process monitoring and control. Despite the actual dissemination of terms such as Machine Learning, the use of such computational tools to model membrane processes was regarded by many in the past as not useful from a scientific point-of-view, not contributing to the understanding of the phenomena involved. Despite the controversy, in the last 25 years, data driven, non-mechanistic modelling is being applied to describe different membrane processes and in the development of new modelling and monitoring approaches. Thus, this work aims at providing a personal perspective of the use of non-mechanistic modelling in membrane processes, reviewing the evolution supported in our own experience, gained as research group working in the field of membrane processes. Additionally, some guidelines are provided for the application of advanced mathematical tools to model membrane processes.
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30

Smith, Edward, and Aimen Badawy. "Modelling E. coli transport in soil columns: simulation of wastewater reuse in agriculture." Water Science and Technology 57, no. 7 (April 1, 2008): 1123–29. http://dx.doi.org/10.2166/wst.2008.205.

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Transport of E. coli bacteria was investigated in laboratory soil columns for three Egyptian agricultural soils, with aim toward determining a set of site specific criteria for safe and sustainable use of treated wastewater in irrigation in Egypt. In particular, the impacts of varying soil type and hydraulic loading rate (HLR) on E. coli effluent breakthrough curves were examined in the laboratory and simulated using the CXTFIT package to solve a one-dimensional mass transport equation that included advection, dispersion, adsorption, and straining/filtration. The attempt was made to measure the coefficients associated with each mass transfer process from independent experiments. The HLR used in irrigation was found to exert considerable influence on the impact of transport processes on E. coli breakthrough. At low HLRs, adsorption and straining/filtration are significant in addition to advection and dispersion. However, at high HLRs approaching flood irrigation, E. coli is essentially unaffected by reaction processes, with breakthrough a function of advection and dispersion only. Estimating Kdvia independent batch experiments did not provide a suitable description of adsorption of E. coli in soil columns. To ensure safe and sustainable reuse of reclaimed wastewater in irrigation, guidelines should account for physical and chemical properties of the soil and other local conditions that may impact residual contaminant transport.
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31

DINDORE, V., D. BRILMAN, and G. VERSTEEG. "Modelling of cross-flow membrane contactors: physical mass transfer processes." Journal of Membrane Science 251, no. 1-2 (April 1, 2005): 209–22. http://dx.doi.org/10.1016/j.memsci.2004.11.017.

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32

Worm, G. I. M., G. A. M. Mesman, K. M. van Schagen, K. J. Borger, and L. C. Rietveld. "Hydraulic modelling of drinking water treatment plant operations." Drinking Water Engineering and Science 2, no. 1 (June 10, 2009): 15–20. http://dx.doi.org/10.5194/dwes-2-15-2009.

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Abstract. The flow through a unit of a drinking water treatment plant is one of the most important parameters in terms of a unit's effectiveness. In the present paper, a new EPAnet library is presented with the typical hydraulic elements for drinking water treatment processes well abstraction, rapid sand filtration and cascade and tower aeration. Using this treatment step library, a hydraulic model was set up, calibrated and validated for the drinking water treatment plant Harderbroek. With the actual valve position and pump speeds, the flows were calculated through the several treatment steps. A case shows the use of the model to calculate the new setpoints for the current frequency converters of the effluent pumps during a filter backwash.
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33

Lacasa, Engracia, Pablo Cañizares, Cristina Sáez, Fabiola Martínez, and Manuel A. Rodrigo. "Modelling and cost evaluation of electro-coagulation processes for the removal of anions from water." Separation and Purification Technology 107 (April 2013): 219–27. http://dx.doi.org/10.1016/j.seppur.2013.01.035.

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34

Gorin, Alexander. "Heat and Mass Transfer at High Speed Filtration in Porous Media and Packed Beds." Defect and Diffusion Forum 322 (March 2012): 195–210. http://dx.doi.org/10.4028/www.scientific.net/ddf.322.195.

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Packed beds composed of spherical balls are used for the study of transfer processes in porous media at turbulent filtration. The paper summarizes the development of a physical modelling of transfer processes in packed beds. It is shown that the available quantitative measurements of structural characteristics of infiltrated flow in packed beds such as the near-wall zone velocity and temperature profiles and velocity pulsation spectra follow the similarity laws of turbulent separated flows that have been developed by the author and are represented in the first part of the paper. These facts supported by visual observations of flow patterns in packed beds from various authors allow implementing the analogy between transfer processes mechanism in turbulent separated flows and convective transfer processes in near-wall zone of surfaces embedded in grainy layers, or ducts filled with packed bed, at high Reynolds numbers. This approach has resulted in the asymptotic heat and mass transfer law. The universal character of the heat and mass transfer law for the surfaces embedded in grainy layer is confirmed by the authors data and data from many other studies.
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35

Guseva-Lozinski, Elena. "The mathematical modelling of salinity changes in ice and frozen soil as a result of thermal variations." Annals of Glaciology 31 (2000): 295–99. http://dx.doi.org/10.3189/172756400781820327.

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AbstractA mathematical model makes it possible to estimate the stability of soils in permafrost, the origin of different forms of underground ice, and pingo formation in several parts of the surface in the permafrost. The cryogenic formation of pingos, which is very widespread in permafrost areas, is investigated in the paper. The velocity and height of pingo growth depend on the total moisture content in soil, the type of soil, the initial salinity and the climate conditions. This problem is addressed using equations of Stefan’s heat problem, filtration and salt diffusion and equations for water pressure, with water moving to the phase boundary under different hydrostatic and osmotic pressures.
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36

ZDECHLIK, Robert, and Małgorzata PARTYKA. "GROUNDWATER FLOW MODELlING USING the FINITE DIFFERENCES METHOD AND the FINITE ELEMENTS METHOD – COMPARATIVE MODEL STUDIES." Biuletyn Państwowego Instytutu Geologicznego 471 (October 1, 2018): 201–8. http://dx.doi.org/10.5604/01.3001.0012.5057.

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The filtration of groundwater is a complicated process, which is determined by natural environmental factors (hydrogeological conditions) and anthropogenic impacts. Reliable predictions of the impact of the established extortions on the groundwater environment require the use of an appropriate research method that will allow for a precise representation of groundwater circulation. Such methods include numerical modelling of filtration processes, using a mathematical description of groundwater flow, based on assumed parameters and boundary conditions. For groundwater flow modelling, software based on the finite differences method FDM, using Modflow simulators, is most commonly used. Due to the numerous advantages, mainly in terms of greater precision in the representation of the complex geometry of the aquifers and objects affecting the water circulation, the alternative FEM finite elements method is becoming increasingly important. The article presents characteristic features of modelling using both methods. Based on the established imaginary research site, representing typical valley hydrogeological conditions, the paper presents the methodology of model implementation and numerical calculations of water flow using FDM and FEM methods, each in two variants of grid density. Obtained results are presented, with an attempt to compare the advantages and disadvantages of both methods.
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37

Vadillo, Jose Manuel, Daniel Hospital-Benito, Cristian Moya, Lucia Gomez-Coma, Jose Palomar, Aurora Garea, and Angel Irabien. "Modelling and simulation of hollow fiber membrane vacuum regeneration for CO2 desorption processes using ionic liquids." Separation and Purification Technology 277 (December 2021): 119465. http://dx.doi.org/10.1016/j.seppur.2021.119465.

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38

Perrier, E. M. A., N. R. A. Bird, and T. B. Rieutord. "Percolation properties of 3-D multiscale pore networks: how connectivity controls soil filtration processes." Biogeosciences 7, no. 10 (October 18, 2010): 3177–86. http://dx.doi.org/10.5194/bg-7-3177-2010.

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Abstract. Quantifying the connectivity of pore networks is a key issue not only for modelling fluid flow and solute transport in porous media but also for assessing the ability of soil ecosystems to filter bacteria, viruses and any type of living microorganisms as well inert particles which pose a contamination risk. Straining is the main mechanical component of filtration processes: it is due to size effects, when a given soil retains a conveyed entity larger than the pores through which it is attempting to pass. We postulate that the range of sizes of entities which can be trapped inside soils has to be associated with the large range of scales involved in natural soil structures and that information on the pore size distribution has to be complemented by information on a critical filtration size (CFS) delimiting the transition between percolating and non percolating regimes in multiscale pore networks. We show that the mass fractal dimensions which are classically used in soil science to quantify scaling laws in observed pore size distributions can also be used to build 3-D multiscale models of pore networks exhibiting such a critical transition. We extend to the 3-D case a new theoretical approach recently developed to address the connectivity of 2-D fractal networks (Bird and Perrier, 2009). Theoretical arguments based on renormalisation functions provide insight into multi-scale connectivity and a first estimation of CFS. Numerical experiments on 3-D prefractal media confirm the qualitative theory. These results open the way towards a new methodology to estimate soil filtration efficiency from the construction of soil structural models to be calibrated on available multiscale data.
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39

Perrier, E. M. A., N. R. A. Bird, and T. B. Rieutord. "Percolation properties of 3-D multiscale pore networks: how connectivity controls soil filtration processes." Biogeosciences Discussions 7, no. 2 (April 27, 2010): 2997–3018. http://dx.doi.org/10.5194/bgd-7-2997-2010.

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Abstract. Quantifying the connectivity of pore networks is a key issue not only for modelling fluid flow and solute transport in porous media but also for assessing the ability of soil ecosystems to filter bacteria, viruses and any type of living microorganisms as well inert particles which pose a contamination risk. Straining is the main mechanical component of filtration processes: it is due to size effects, when a given soil retains a conveyed entity larger than the pores through which it is attempting to pass. We postulate that the range of sizes of entities which can be trapped inside soils has to be associated with the large range of scales involved in natural soil structures and that information on the pore size distribution has to be complemented by information on a Critical Filtration Size (CFS) delimiting the transition between percolating and non percolating regimes in multiscale pore networks. We show that the mass fractal dimensions which are classically used in soil science to quantify scaling laws in observed pore size distributions can also be used to build 3-D multiscale models of pore networks exhibiting such a critical transition. We extend to the 3-D case a new theoretical approach recently developed to address the connectivity of 2-D fractal networks (Bird and Perrier, 2009). Theoretical arguments based on renormalisation functions provide insight into multi-scale connectivity and a first estimation of CFS. Numerical experiments on 3-D prefractal media confirm the qualitative theory. These results open the way towards a new methodology to estimate soil filtration efficiency from the construction of soil structural models to be calibrated on available multiscale data.
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40

Liu, Chao, Christopher I. Olivares, Ameet J. Pinto, Chance V. Lauderdale, Jess Brown, Meric Selbes, and Tanju Karanfil. "The control of disinfection byproducts and their precursors in biologically active filtration processes." Water Research 124 (November 2017): 630–53. http://dx.doi.org/10.1016/j.watres.2017.07.080.

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41

Čiegis, R., M. Meilūnas, and A. Štikonas. "MATHEMATICAL MODELLING OF WATER FLOW IN PAPER PRESS MACHINES." Mathematical Modelling and Analysis 9, no. 4 (December 31, 2004): 267–86. http://dx.doi.org/10.3846/13926292.2004.9637259.

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In this work, mathematical models of wet pressing of paper are studied. Our goal is to compare two mathematical models, which are developed for simulation of filtration processes in paper press machines. Both models were obtained from the same general model of the compressible porous medium, but different assumptions were used. Modified models are developed that describe water losses at the boundaries of the porous layer and the importance of this factor is investigated. Numerical algorithms are developed for simulation of the liquid movement in the deformable porous media. It is proved that the discrete problem is stable if the time step t satisfies the inequality τ ≤ Ch2 . It follows from the stability analysis that the mathematical model describes an ill-posed problem for some values of parameters used in simulations.
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42

Langlet, Jérémie, Fabien Gaboriaud, Jérôme F. L. Duval, and Christophe Gantzer. "Aggregation and surface properties of F-specific RNA phages: Implication for membrane filtration processes." Water Research 42, no. 10-11 (May 2008): 2769–77. http://dx.doi.org/10.1016/j.watres.2008.02.007.

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43

Mataln, Marianne, Gernot Boiger, Bernhard Gschaider, and Wilhelm Brandstätter. "Part 1: Fluid-Structure Interaction Simulation of particle filtration processes in deformable media." International Journal of Multiphysics 2, no. 2 (July 2008): 179–89. http://dx.doi.org/10.1260/175095408785416983.

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44

Semião, A. J. C., O. Habimana, H. Cao, R. Heffernan, A. Safari, and E. Casey. "The importance of laboratory water quality for studying initial bacterial adhesion during NF filtration processes." Water Research 47, no. 8 (May 2013): 2909–20. http://dx.doi.org/10.1016/j.watres.2013.03.020.

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45

Rudolf von Rohr, Matthias, Janet G. Hering, Hans-Peter E. Kohler, and Urs von Gunten. "Column studies to assess the effects of climate variables on redox processes during riverbank filtration." Water Research 61 (September 2014): 263–75. http://dx.doi.org/10.1016/j.watres.2014.05.018.

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46

Margeta, J., and I. Fistanic. "Water quality modelling of Jadro spring." Water Science and Technology 50, no. 11 (December 1, 2004): 59–66. http://dx.doi.org/10.2166/wst.2004.0671.

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Management of water quality in karst is a specific problem. Water generally moves very fast by infiltration processes but far more by concentrated flows through fissures and openings in karst. This enables the entire surface pollution to be transferred fast and without filtration into groundwater springs. A typical example is the Jadro spring. Changes in water quality at the spring are sudden, but short. Turbidity as a major water quality problem for the karst springs regularly exceeds allowable standards. Former practice in problem solving has been reduced to intensive water disinfection in periods of great turbidity without analyses of disinfection by-products risks for water users. The main prerequisite for water quality control and an optimization of water disinfection is the knowledge of raw water quality and nature of occurrence. The analysis of monitoring data and their functional relationship with hydrological parameters enables establishment of a stochastic model that will help obtain better information on turbidity in different periods of the year. Using the model a great number of average monthly and extreme daily values are generated. By statistical analyses of these data possibility of occurrence of high turbidity in certain months is obtained. This information can be used for designing expert system for water quality management of karst springs. Thus, the time series model becomes a valuable tool in management of drinking water quality of the Jadro spring.
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47

Banerjee, Ashes, Srinivas Pasupuleti, Koushik Mondal, and M. Mousavi Nezhad. "Application of data driven machine learning approach for modelling of non-linear filtration through granular porous media." International Journal of Heat and Mass Transfer 179 (November 2021): 121650. http://dx.doi.org/10.1016/j.ijheatmasstransfer.2021.121650.

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48

Abd Rahman, Norliza, Muhammad Atif Azhari Mohd Azmi, Mohd Izzuddin Ahmad Zainuri, Stephina Lupang Laing, Norasila Kasim, Jaylakshumi Givajothi, and Faezah Esa. "Application of Process Control in Production of Biocellulose: A Case Study." Applied Mechanics and Materials 754-755 (April 2015): 960–63. http://dx.doi.org/10.4028/www.scientific.net/amm.754-755.960.

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This paper describes a design of industrial modelling process of bacterial cellulose production. The main factors for the economic unfeasibility of this production are raw material price, plant capacity and capital cost. The purpose of this modelling is developing, studying, and evaluating process control technology in order to achieve low-cost preparation and high biocellulose (BC) production in industrial scale. In this model, glucose, a simple carbohydrate has been chosen as the carbon source. The aerobic fermentation ofAcetobacterxylinumis regulated at particular temperature and pH to ensure maximum yield production. This fermentation process involves six stages that are sterilization, inoculation, fermentation, treatment, waste removal and drying/freezing. Nineteen streams will control and monitor the whole processes. The waste will undergo treatment in NaOH tank followed by sedimentation tank and filtration process for removal. Meanwhile, the BC is purified through drying and freezing process to preserve the product from contamination. This design shows that modelling is a powerful methodology for predicting and prioritizing methods of re‐engineering an industrial process in order to achieve greater performance.
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49

Han, Shejiao, Caroline S. B. Fitzpatrick, and Andrew Wetherill. "Mathematical Modelling of Particle Removal and Head Loss in Rapid Gravity Filtration." Separation Science and Technology 43, no. 7 (May 2008): 1798–812. http://dx.doi.org/10.1080/01496390801973631.

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50

SUARD, E., Y. FAYOLLE, R. CLÉMENT, V. ROCHER, M. ALLIET, C. ALBASI, and S. GILLOT. "Limitation du colmatage dans un bioréacteur à membranes à l’échelle semi-industrielle : modélisation et caractérisation de l’hydrodynamique." Techniques Sciences Méthodes, no. 5 (May 20, 2020): 47–57. http://dx.doi.org/10.36904/tsm/202005047.

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Les bioréacteurs à membranes se sont largement développés ces dernières années en assainissement des eaux résiduaires urbaines. Malgré les avantages du procédé, le colmatage des membranes engendre des contraintes économiques liées aux coûts énergétiques et au remplacement prématuré des membranes. Différentes stratégies de limitation du colmatage sont mises en place, dont l’aération séquencée des membranes à l’aide de grosses bulles. Cependant, les mécanismes d’action de cette aération et l’hydrodynamique des réacteurs restent relativement méconnus, en particulier à l’échelle industrielle et en présence de boues. Un pilote semi-industriel de filtration membranaire a été conçu et installé sur l’unité de traitement des jus de Seine Aval. Ce pilote a permis d’étudier l’impact de l’aération sur les performances de filtration en couplant une analyse statistique (systèmes d’inférence floue) et une caractérisation de l’hydrodynamique du réacteur (tomographie de résistivité électrique). Des chemins préférentiels de passage des bulles ont été observés à faible débit d’air et forte concentration en matières en suspension à l’aide de la tomographie de résistivité électrique. Ces observations fournissent des éléments d’explication aux résultats de l’arbre de décision flou focalisé sur l’analyse de l’impact du débit d’air sur la dérive journalière de perméabilité. La concentration en matières en suspension des boues et la différence de demande chimique en oxygène entre le surnageant des boues et le perméat s’avèrent être les facteurs les plus impactants pour les conditions opératoires testées. Ils traduisent l’efficacité de l’aération, que ce soit en matière de répartition du champ de bulles et/ou de relargage d’éléments colmatants. Ces résultats invitent à considérer la régulation de l’aération en fonction des propriétés des boues dans les procédés industriels.
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