Upscaling of transport processes in porous media with biofilms in equilibrium and non-equilibrium conditions

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<ul><li><p>This article was downloaded by: [Northeastern University]On: 07 November 2014, At: 20:58Publisher: Taylor &amp; FrancisInforma Ltd Registered in England and Wales Registered Number: 1072954 Registeredoffice: Mortimer House, 37-41 Mortimer Street, London W1T 3JH, UK</p><p>Applicable Analysis: An InternationalJournalPublication details, including instructions for authors andsubscription information:http://www.tandfonline.com/loi/gapa20</p><p>Upscaling of transport processesin porous media with biofilms inequilibrium and non-equilibriumconditionsL. Orgogozo a , F. Golfier a &amp; M.A. Bus aa Laboratoire Environnement , Gomcanique et Ouvrages, Nancy-Universit , Rue du Doyen Roubault-BP 40 F-54501, Vanduvre-ls-Nancy, FrancePublished online: 01 Oct 2009.</p><p>To cite this article: L. Orgogozo , F. Golfier &amp; M.A. Bus (2009) Upscaling of transport processes inporous media with biofilms in equilibrium and non-equilibrium conditions, Applicable Analysis: AnInternational Journal, 88:10-11, 1579-1588, DOI: 10.1080/00036810902913862</p><p>To link to this article: http://dx.doi.org/10.1080/00036810902913862</p><p>PLEASE SCROLL DOWN FOR ARTICLE</p><p>Taylor &amp; Francis makes every effort to ensure the accuracy of all the information (theContent) contained in the publications on our platform. However, Taylor &amp; Francis,our agents, and our licensors make no representations or warranties whatsoever as tothe accuracy, completeness, or suitability for any purpose of the Content. Any opinionsand views expressed in this publication are the opinions and views of the authors,and are not the views of or endorsed by Taylor &amp; Francis. The accuracy of the Contentshould not be relied upon and should be independently verified with primary sourcesof information. Taylor and Francis shall not be liable for any losses, actions, claims,proceedings, demands, costs, expenses, damages, and other liabilities whatsoever orhowsoever caused arising directly or indirectly in connection with, in relation to or arisingout of the use of the Content.</p><p>This article may be used for research, teaching, and private study purposes. Anysubstantial or systematic reproduction, redistribution, reselling, loan, sub-licensing,systematic supply, or distribution in any form to anyone is expressly forbidden. Terms &amp;</p><p>http://www.tandfonline.com/loi/gapa20http://www.tandfonline.com/action/showCitFormats?doi=10.1080/00036810902913862http://dx.doi.org/10.1080/00036810902913862</p></li><li><p>Conditions of access and use can be found at http://www.tandfonline.com/page/terms-and-conditions</p><p>Dow</p><p>nloa</p><p>ded </p><p>by [</p><p>Nor</p><p>thea</p><p>ster</p><p>n U</p><p>nive</p><p>rsity</p><p>] at</p><p> 20:</p><p>58 0</p><p>7 N</p><p>ovem</p><p>ber </p><p>2014</p><p>http://www.tandfonline.com/page/terms-and-conditionshttp://www.tandfonline.com/page/terms-and-conditions</p></li><li><p>Applicable AnalysisVol. 88, Nos. 1011, OctoberNovember 2009, 15791588</p><p>Upscaling of transport processes in porous media with biofilmsin equilibrium and non-equilibrium conditions</p><p>L. Orgogozo*, F. Golfier and M.A. Bues</p><p>Laboratoire Environnement, Geomecanique et Ouvrages, Nancy-Universite, Rue du DoyenRoubault-BP 40 F-54501, Vanduvre-les-Nancy, France</p><p>Communicated by R.P. Gilbert</p><p>(Received 16 January 2009; final version received 11 March 2009)</p><p>Transport of biologically reactive dissolved solutes in a saturated porousmedium including a biofilm-phase occurs in various technologicalapplications such as in biochemical or environmental engineering. It isa complex process involving a wide variety of scales (from the bacteria-scaleto the aquifer-heterogeneities-scale in the case of groundwater remediation)and processes (hydrodynamic, physicochemical and biochemical). Thiswork is devoted to the upscaling of the pore-scale description of suchprocesses. Firstly, one-equation macroscopic models for bio-reactivetransport at the Darcy-scale have been developed by using the volumeaveraging method; they will be presented below. These one-equationmodels are valid for different limit cases of transport; their validity domainsin terms of hydrodynamic and biochemical conditions will also bediscussed. Finally, in order to illustrate such a theoretical development,an example of application to the operation of a packed bed reactor will bestudied.</p><p>Keywords: biofilm; porous media; transport; upscaling; volume averaging</p><p>AMS Subject Classifications: 74Q15; 76S05; 92C45</p><p>1. Introduction</p><p>Modelling transport in saturated porous media of organic chemical species inpresence of a bacterial population growing in the form of biofilms is an importantarea of research to environmental and industrial applications, e.g. treatmentand remediation of groundwater contaminated by organic pollutants (bio-sparging,bio-barriers, ) or industrial processes (waste water treatment, bio-foulingelimination, ). Biofilms, which are composed of bacterial populations andextracellular organic substances, grow on the grains of a porous medium, in whichthree phases are present: fluid, solid and biofilm. In the biofilm-phase, bacterialmetabolism converts the dissolved organic chemical species into biomass or otherorganic compounds. In order to optimize various applications involving such</p><p>*Corresponding author. Email: Laurent.Orgogozo@ensg.inpl-nancy.fr</p><p>ISSN 00036811 print/ISSN 1563504X online</p><p> 2009 Taylor &amp; FrancisDOI: 10.1080/00036810902913862</p><p>http://www.informaworld.com</p><p>Dow</p><p>nloa</p><p>ded </p><p>by [</p><p>Nor</p><p>thea</p><p>ster</p><p>n U</p><p>nive</p><p>rsity</p><p>] at</p><p> 20:</p><p>58 0</p><p>7 N</p><p>ovem</p><p>ber </p><p>2014</p></li><li><p>phenomena, we need to carry out accurate numerical models of transport of organicsolute in a porous medium including a biofilm-phase. The pursuit of this objectivehas led to an extensive literature (see, e.g. [1]). One of the difficulties in thedevelopment of such models is the multi-scale aspect of these problems. Figure 1shows the different scales under consideration in this work. The upscaling oftransport phenomena from the bacteria-scale (I) to the pore-and-biofilm-scale (II)has been already studied (e.g. [2]). In this work we focus on the second level ofupscaling, i.e. from the pore-scale (II) to the Darcy-scale (III). We consider anorganic solute A, which is transported by convection and diffusion in the fluid-phase(the -phase) and by diffusion within the biofilm-phase (the !-phase) where it isconsumed by the bacterial metabolism. A classical Monod kinetics will be adopted todescribe the consumption reaction (e.g. [3]). In the general case, biodegradationkinetics involves two chemical species: the source of carbon our organic solute A and the electron acceptor, e.g. dioxygen or nitrate, denoted B. For the simplicity ofthe exposure, we will assume in this study that the electron acceptor is in large excessso that its concentration can be considered to be constant and thus the consumptionof solute A is governed by a simple Monod reaction kinetics. The fluid- and biofilm-phases are assumed each to be continuous and homogeneous except at the phaseboundaries whereas the solid-phase (the -phase) is considered to be passive</p><p>II. Pore-and-biofilm-scale</p><p>100 m to 1 cm</p><p>III. Darcy-scale</p><p>(e.g. aquifer or reactor)</p><p>1 dm to 10s of m</p><p>V</p><p>L</p><p>R</p><p>L</p><p>L &gt;&gt; R</p><p>ro</p><p>R &gt;&gt; ro</p><p>I. Biofilm-scale</p><p>10s of m to 100s of m</p><p>Figure 1. The different scales involved in transport phenomena in a porous medium witha biofilm-phase.</p><p>1580 L. Orgogozo et al.</p><p>Dow</p><p>nloa</p><p>ded </p><p>by [</p><p>Nor</p><p>thea</p><p>ster</p><p>n U</p><p>nive</p><p>rsity</p><p>] at</p><p> 20:</p><p>58 0</p><p>7 N</p><p>ovem</p><p>ber </p><p>2014</p></li><li><p>(no reaction) relative to transport. We will consider also that there is noconcentration jump at the fluid-biofilm interface: there is continuity between theconcentration fields in each phase. Finally, we uncouple the solute transport</p><p>and bacterial growth processes by considering that the characteristic time-scaleof the first one is very small compared to the characteristic time-scale of thesecond one. Under these assumptions, the pore-scale transport problem for speciesA takes the following form (all the presented equations are dimensionless):</p><p>@cA!@t</p><p> r DA rcA! DamcA!</p><p>1 cA!KA!in the !-phase, 1</p><p>@cA@t</p><p> Pemr vcA </p><p> r2cA in the -phase 2</p><p>n! DA rcA! 0 at A! 3</p><p>n rcA 0; at A 4</p><p>n! DA rcA! n! rcA at A! 5</p><p>cA cA!; at A!: 6</p><p>Here, cA and cA! represent the concentration of the organic solute A in the - and!-phases, respectively; DA is the effective diffusion tensor of species A in the biofilm;v is the fluid velocity; KA! is the effective half-saturation of the solute A. We haveused the terminology A to indicate the interface between - and -phases, and A!and A! to indicate the interface between - and !-phases and between - and!-phases, respectively. The term n indicates the unit normal pointing outwardfrom the -phase towards the -phase; n! and n! are similarly defined. Pem andDam are, respectively, the Peclet number and the Damkohler number associated to</p><p>the pore-scale.The upscaling of transport equations from the pore-scale to the Darcy-scale is</p><p>done by using the volume averaging method (e.g. [4]). Briefly, microscale equationsare averaged over a volume V of the medium which is representative of itsmicroscopic structure (Figure 1) and which satisfies the assumption of separation ofscales: its characteristic length must be large compared to the characteristic lengthsof the microscale and small compared to the characteristic lengths of the macroscale.The upscaling process leads to equations of transport at macroscale, which govern</p><p>averaged concentrations. These averaged quantities, the so-called intrinsic averagedconcentrations, defined as</p><p>hcAi 1</p><p>V</p><p>ZV</p><p>cAdV in the -phase 7</p><p>hcA!i! 1</p><p>V!</p><p>ZV!</p><p>cA!dV in the !-phase 8</p><p>where V and V! represent, respectively, the volume of the -phase and the volumeof the !-phase contained in the averaging volume V.</p><p>Applicable Analysis 1581</p><p>Dow</p><p>nloa</p><p>ded </p><p>by [</p><p>Nor</p><p>thea</p><p>ster</p><p>n U</p><p>nive</p><p>rsity</p><p>] at</p><p> 20:</p><p>58 0</p><p>7 N</p><p>ovem</p><p>ber </p><p>2014</p></li><li><p>The macroscopic conservation equations which result from this upscalingcause the appearance of some effective coefficients that remain dependant of themicroscopic features. These effective parameters are computed by solving closureproblems on a unit cell which is representative of the microscopic geometry of themedium. In the general case, the averaging of the microscale transport equationsleads to a two-equation model at the macroscale, since transport occurs in twophases. Such a formulation has never been derived yet for this kind of system andthe counterpart of this improved description would be the high number ofmacroscopic effective coefficients that have to be computed. As a consequence, itis interesting in using simplified models of transport at the macroscale wheneverit is possible. Thus, three one-equation models have been developed byconsidering relationships between averaged solute concentrations in each phasein various limit cases: the Local Equilibrium Assumption model (later referred toas LEA model), the Mass Transfer Limited Consumption model (MTLC model)and the Reaction Rate Limited Consumption Model (RRLC model). For furtherinformation on the development of these one-equation models, one can refer to[5] for the LEA model and to [6] for the MTLC and RRLC models. In thefollowing section we will present these three models and their domain of validityin a Pem Dam diagram. In the last part we will show an example of applicationto the packed bed reactor (PBR) clogging.</p><p>2. One-equation models of transport at the Darcy-scale</p><p>We present three different one-equation models under a dimensionless form fordescribing mass transport at the macroscale: one local equilibrium model and twonon-equilibrium models. The main common parameters of these models are themacroscale Peclet number Pe and Damkohler number Da. Some parameters remaindependant of microscopic features; they are computed by solving closure problems.The formulations of these models are briefly described below.</p><p>2.1. The local equilibrium assumption model</p><p>The first class of one-equation models is based on the assumption that the averagedconcentrations of chemical in the fluid and biofilm can be considered to be inequilibrium so that we have hcA!i! hcAi . Consequently, averaged governingequations can be summed up and one can obtain a Darcy-scale description ofsolute transport in terms of a single averaged equation. The final closed form can bewritten as follows:</p><p>" "! @ hcAi</p><p>@t Per "hvihcAi</p><p> r DA, eff rhcAi</p><p> "!Da hcA i</p><p>1hcA iKA!</p><p>;</p><p>9</p><p>where the effective dispersion tensor DA, eff remain dependant of the microscopicfeatures.</p><p>1582 L. Orgogozo et al.</p><p>Dow</p><p>nloa</p><p>ded </p><p>by [</p><p>Nor</p><p>thea</p><p>ster</p><p>n U</p><p>nive</p><p>rsity</p><p>] at</p><p> 20:</p><p>58 0</p><p>7 N</p><p>ovem</p><p>ber </p><p>2014</p></li><li><p>2.2. The mass transfer limited consumption model</p><p>If one assumes that the reaction rate is limited by the external mass transfer fromthe fluid-phase to the biofilm-phase, the solute is instantaneously consumed as soonas it penetrates inside the biofilm-phase. Thus, the concentration field in the !-phaseis identically zero and concentration gradients occur only in the -phase, i.e.cA cA! 0 at the fluidbiofilm interface and cA! 0 in the !-phase. Under thisassumption, the upscaled transport equation is the one shown below:</p><p>"@hcAi</p><p>@t Per "hvihcAi</p><p> r DA;effr hcAi</p><p> AhcAi</p><p> r dAhcAi </p><p> uA r"r hcAi </p><p>:</p><p>10</p><p>Four parameters still depend on the microscopic features: the effective dispersiontensor DA, eff, the mass exchange coefficient A and the two non-classical convectiveterms dA and u</p><p>A .</p><p>2.3. The reaction rate limited consumption model</p><p>At last, if the reaction rate is limited by biodegradation kinetics and mass transferinside the !-phase, which implies relatively low concentration gradients in the fluid-phase, we have cA! hcAi at A!. In such a situation, the microscopicconcentration field in the biofilm can be directly related to the intrinsic averagedconcentration in the -phase and the averaged transport equation is the following:</p><p>"@hcAi</p><p>@t Per "hvihcAi</p><p> r DA;eff rhcAi </p><p> A"!DahcAi</p><p>1 hcA i</p><p>KA!</p><p>:11</p><p>Two parameters remain dependant on the microscopic features: the effectivedispersion tensor DA;eff and the effectiveness factor of the reaction A.</p><p>2.4. Domains of validity of the one-equation models</p><p>All these one-equation models are valid when the assumptions on which they arebased are satisfied. The considered bio reactive transport phenomena in a porousmedium including a biofilm-phase may be characterized by the two microscaledimensionless parameters defined by the porescale equations (Equations 1 and 2),namely, the microscale Peclet number Pem and the microscale Damkohler numberDam. The first one characterizes the hydrodynamic conditions and the second onecharacterizes the biochemical conditions of the reactive transport. Figure 2 presentsthe domains of validity of each one-equation models in a Pem Dam diagram. Thesedomain of validity have been established from the comparison between directnumerical simulations at the microscale and simulations performed with the one-equation models at the macroscale in a three-phase stratified system (see [6] for moredetails). One should note that even if the precise position of the frontiers of these</p><p>Applicable Analysis 1583</p><p>Dow</p><p>nloa</p><p>ded </p><p>by [</p><p>Nor</p><p>thea</p><p>ster</p><p>n U</p><p>nive</p><p>rsity</p><p>] at</p><p> 20:</p><p>58 0</p><p>7 N</p><p>ovem</p><p>ber </p><p>2014</p></li><li><p>domains are dependant on the porous...</p></li></ul>