A non-isothermal PEM fuel cell model including two water transport mechanisms in the membrane K. Steinkamp J.O. Schumacher [email protected] [email protected] Fraunhofer Inst. for Solar Energy Systems Institute for Computational Physics Heidenhofstrasse 2, 79110 Freiburg Zuercher Hochschule Winterthur Germany PO Box 805, CH-8401 Winterthur Switzerland F. Goldsmith M. Ohlberger [email protected] [email protected] Institute for Applied Mathematics Massachusetts Institute of Technology 77 Massachusetts Ave., Cambridge Albert-Ludwigs-Universitaet Freiburg USA Herrmann Herderstr 10, 79110 Freiburg Germany C. Ziegler [email protected] Fraunhofer Institute for Solar Energy Systems Heidenhofstrasse 2, 79110 Freiburg Germany A dynamic two-phase flow model for proton exchange membrane (PEM) fuel cells is presented. The two-dimensional model includes the two-phase flow of water (gaseous and liquid) in the gas diffusion layers (GDLs) and in the catalyst layers (CLs), as well as the transport of the species in the gas phase. The membrane model describes water transport in a perfluorinated sulfonated acid ionomer (PFSA) based membrane. Two transport modes of water in the membrane are considered, and appropriate coupling conditions to the porous catalyst layers are formulated. Water transport through the membrane in the vapor equilibrated transport mode is described by a Grotthus-Mechanism, which is included as a macroscopic diffusion process. The driving force for water transport in the liquid equilibrated mode is due to a gradient in the hydraulic water pressure. Moreover, electroosmotic drag of water is accounted for. The discretisation of the resulting flow equations is done by a mixed finite element approach. Based on this method, the transport equations for the species in each phase are discretised by a finite volume scheme. The coupled mixed finite element/finite volume approach gives the spatially resolved water and gas saturation and the species concentrations. In order to describe the charge transport in the fuel cell the Poisson equations for the electrons and protons are solved by using Galerkin finite element schemes. The electrochemical reactions in the catalyst layer are modeled with a simple Tafel approach via source/sink terms in the Poisson equations and in the mass balance equations. Heat transport is modelled in the GDLs, the CLs, and in the membrane. Heat transport through the solid, liquid, and gas phases is included in the GDLs and the CLs. Heat transport in the membrane is described in the solid and liquid phases. Both heat conduction and heat convection are included in the model. 1 Introduction Energy conversion to electrical energy by polymer electrolyte membrane (PEM) fuel cells offer several benefits, such as the pollution-free operation, the high power density of fuel cell systems, and a high energy conversion efficiency. Nevertheless, several key issues need to be resolved before fuel cells can become competitive to other energy conversion techniques. One of these key issues is water management. Water management is critical to achieve the optimum performance of a PEM fuel cell. The protonic conductivity of perfluorinated sulfonic acid (PFSA) based membranes strongly depends on its water content. 1 Paper No. FC-07-1193 Steinkamp, Schumacher, Goldsmith, Ohlberger, Ziegler Ohmic losses occur within membrane regions with a low water content. On the other hand, the presence of excess water in the gas diffusion layer (GDL) blocks the transport of hydrogen and oxygen, and it can lead to the coverage of the active catalytic surface, thereby hindering the electrochemical reaction. Thus, the prediction of the liquid water saturation in the porous media of a PEM fuel cell is essential for design of the fuel cell components, the analysis of fuel cells, and for the development of operation strategies. Several models have been published that describe water and heat management of PEM fuel cells without accounting for the transport of liquid water. Springer et al. parameterised the electrical conductivity, the electroosmotic drag coefficient, and the water diffusion coefficient of Nafion membranes by fitting of polynomial expressions to measurement data [1]. A drag/diffusion model for the water transport through the membrane was introduced, thereby developing a simple but extremely useful water-management model of PEM fuel cells. Water transport through polymer electrolyte membranes was also adressed in [2] and [3], which served as the basis for a large number of refined models that treat liquid water effects in a semi-empirical way without solving a transport equation for liquid water. Nguyen and White published an along-thechannel model for water and heat management of PEM fuel cells, which predicts the temperature and current distribution along the one-dimensional flow channels on the anode and cathode side [4]. A stationary alongthe-channel model was presented by Gurau et al. [5]. Their one-phase model accounts for mass transport of gaseous species in all layers of the PEM fuel cell. The Navier-Stokes equations were solved in the gas channels. Moreover, the model includes the effect of heat transport in the gas channels and in the porous media. An isothermal, steady-state model for multicomponent gas transport in the porous electrode of a PEM fuel cell with an interdigitated gas distributor structure was investigated by Yi and Nguyen [6]. Recently, a number of models were developed that account for liquid water transport in the porous layers of a PEM fuel cell. The hydrodynamics of capillary, two-phase flow in hydrophobic single- and two-layer porous media was investigated by Nam [7]. A threedimensional, non-isothermal, two-phase flow model was published by Berning and Djilali [8]. In this approach the two-phase flow inside the porous media is described by unsaturated flow theory (UFT). The multi-phase mixture (M 2 ) formalism was applied by Pasaogullari [9] to include the effects of counter gasflow as a contribution to oxygen transport. Particularly, the influence of the properties of a micro-porous layer (e.g. thickness and wettability) on two-phase transport was adressed. A two-dimensional model of a PEM that includes liquid water transport was presented by Siegel et al. [10]. The model accounts for gas species transport, charge- and heat transport, and water dissolved in the ion conducting polymer. Liquid water is assumed to be transported by capillary pressure within the GDLs and the catalyst layers and by advection within the gas channels. The catalyst layers are described by an agglomerate model. The removal of water droplets at the gas diffusion layer / gas flow channel interface was investigated by Chen et al. [11] both by modelling and experiment. Dropletinstability diagrams were computed, and the influence of the droplet shape was quantified. A non-isothermal, one-dimensional model of the cathode side of a PEM that includes two-phase transport was published by Shah et al. [12]. The catalyst layer and the gas diffusion layer are characterised by several measurable microstructural parameters in this model. The focus of this paper is to formulate a timedependent model that accounts for two-phase flow of water in the gas diffusion layers, the catalyst layers, and in the membrane. The model equations are described in detail in Section 2. The GDL and the catalyst layer description is given in Section 2.1. The equations that describe water and heat transport in the membrane are described in Section 2.2. Proton transport in the membrane and in the catalyst layers is outlined in Section 2.3. An essential part of the model is the coupling conditions between the subdomains and the boundary conditions, which are described in Section 2.4. A model discussion is given in Section 3. Details of the numerical discretisation methods can be found in Section 4. Finally, it is demonstrated in Section 5 that the system of coupled partial differential equations (PDEs) can be solved with these discretisation methods. 2 PEM fuel cell model The PEM fuel cell model consists of several submodels that describe the transport processes for: • liquid water phase and gas phase, • gas species (hydrogen, oxygen, water vapour and nitrogen), • heat, • charge carriers (electrons and protons). As shown in Fig. 1, the modeled PEM fuel cell is made up of five layers: the gas diffusion layers on the anodic and cathodic side, the catalyst layers on both sides, and the membrane in the center of the cell. Three modeling regions are distinguished: • Region I consists of the gas diffusion layers (GDL) and the catalyst layers. • Region II consists of the membrane. • Region III includes the membrane and the catalyst layers. 2 Paper No. FC-07-1193 Steinkamp, Schumacher, Goldsmith, Ohlberger, Ziegler wetting angle θ of the liquid on the surface of the capillary pc = Figure 1. 2γ cos θ . r (4) Because the effective radius r changes with liquid saturation sw , the capillary pressure is not constant, but depends on sw . The relationship pc (sw ) describes the capillary pressure required to obtain a given liquid water phase saturation in a hydrophobic GDL. GDLs have a distribution of pore throat sizes, so as more pressure is applied to the liquid water phase, increasingly smaller pore openings are invaded. The capillary pressure curve is important for understanding saturation distribution in GDL and affects imbibition and twophase flow through the GDL. In this paper, the so-called global pressure formulation of the two-phase equations is used. It can be obtained by applying elementary transformations to Eq. (1), cf. [13,14]. In this formulation there is one equation for the global velocity Layer assembly of a PEM fuel cell. Five layers of a PEM fuel cell are modeled: cathodic gas diffusion layer (GDL), anodic GDL, cathodic catalyst layer, anodic catalyst layer, and membrane. The two gas channels are taken into account as boundary conditions into the model. (5) ~uglob = ~uw +~ug 2.1 GDL and catalyst model 2.1.1 Two-phase flow in the GDLs and the catalyst layers Two-phase flow in region I, which is made up of porous material, is modeled with Darcy’s law. In the following formulation, the index i = w is the liquid water phase and i = g the gas phase. The gas phase itself consists of several gas species. Darcy’s equations for the two phases can be written as ∂t (φκ ρi si ) + ∇ · (ρi~ui ) = qi , as well as for the global pressure pglob . Neglecting the influence of gravity, one obtains for constant densities ρw , ρg ∇ ·~uglob = 0 , (6) ~uglob = −Kκ λtot (sw , T ) ∇pglob . (7) Another equation results for the liquid water saturation sw , (1) ~ui = −Kκ λi (sw , T )(∇pi − ρi~g) φκ ∂t (ρw sw ) + ∇ · ( fw (sw , T )~uglob ) − ∇ · (Kκ d(sw , T )∇sw ) = qw . φκ is the porosity of the layer κ relating to Fig. 1, e.g. κ = Ωagdl for the anodic gas diffusion layer. The absolute permeability Kκ also depends on the layer. ρi is the mass density, ~ui the velocity, pi the pressure, si the volume saturation and λi the mobility of phase i. qi is the source term of phase i and will be discussed later. The following supporting equations [13] are used and sw + sg = 1 pg − pw = pc (sw ) . (8) The global pressure is defined by pglob (pg , sw , T ) = Z sw (9) λg − λw 0 1 = pg − pc (sw ) − pc (sw ) d sw . ∗ 2 λtot sw (2) Thus, the value of the global pressure strongly depends on the capillary pressure and its derivative with respect to the water saturation. A Brooks-Corey parametrisation for the capillary pressure curve [15] is used (3) pc (sw ) is the capillary pressure curve. In fluid dynamics, capillary pressure is the difference in pressure across the interface between two immiscible fluids, cf. Eq. 3. The pressure difference is proportional to the surface tension γ, and inversely proportional to the effective radius r of the interface, it also depends on the 1 pc (sw ) = −pd (1 − sw )− bc , 3 (10) Paper No. FC-07-1193 Steinkamp, Schumacher, Goldsmith, Ohlberger, Ziegler The fractional flow rate fi is defined by λw (sw , T ) and λtot (sw , T ) fg (sw , T ) = 1 − fw (sw , T ) . fw (sw , T ) = (15) (16) Eq. (8) contains the capillary diffusion coefficient d d(sw , T ) = − fw (sw , T )λg (sw , T )p0c (sw ) . Again, the derivative of the capillary pressure with respect to the liquid water saturation has a strong influence on the transport equations. The source term qw in Eq. (8) for liquid water is given by the evaporation rate and the condensation rate, respectively [19] Figure 2. Plot of the capillary pressure as a function of the liquid water saturation pc (sw ) according to the Brooks-Corey model. The gas diffusion layers are hydrophobic, and therefore the capillary pressure is negative. The intersection point with the y-axis denotes the threshold pressure pd . qw = kc φκ sg kr,i (sw ) ηi (T ) for i = w, g , with the Heavyside function H(x). Assuming water vapour as an ideal gas, its partial pressure is given by pH2 O = cH2 Ov pg , MH2 O (19) where MH2 O is the molar mass and cH2 Ov is the mass fraction of water vapour. The saturation vapour pressure can be parametrised [20] as (11) −6094.464 + 21.124995 − 2.72455 · 10−2 T T + 1.68534 · 10−5 T + 2.45755 · ln(T ) . (20) ln (psat (T )) = where ηi is the viscosity of phase i and kr,i (sw ) is the relative permeability of phase i as a function of the liquid water saturation. In the global pressure formulation of two-phase flow the total mobility λtot is used, which is the sum of the two phase mobilities, 2.1.2 λtot (sw , T ) = λw (sw , T ) + λg (sw , T ) . ρg (pH2 O (cH2 Ov ) − psat (T ))H(pH2 O − psat ) pg + kv φκ sw ρw (pH2 O (cH2 Ov ) − psat (T ))H(psat − pH2 O ) , (18) where bc is the Brooks-Corey exponent and pd the threshold pressure. These parameters were determined by fitting Eq. (10) to numerical data which was obtained with the pore-morphology method [16]. This method is based on the 3D reconstruction of the microstructure of the GDL by synchrotron-tomography. The method predicts the 3D liquid water saturation distribution and the corresponding capillary pressure. The mobility [17] of phase i is λi (sw , T ) = (17) (12) Gas species flow The gas phase is assumed to consist of four gas species: The relative permeabilities of the two phases can be parametrised [18] as m 2 1 √ m kr,w (sw ) = sw 1 − 1 − sw kr,g (sw ) = p and h i 1 m 2 1 − sw 1 − 1 − (1 − sw ) m . • hydrogen, supplied at the anodic gas channel, • oxygen and nitrogen (air), supplied at the cathodic gas channel, • water vapour, produced either by the electrochemical reaction or by evaporation. (13) (14) Hence, there are four transport equations needed to describe gas species flow. Assuming Fickean diffusion, Again, the value of the parameter m was obtained by fitting these expressions to numerical data from [16]. 4 Paper No. FC-07-1193 Steinkamp, Schumacher, Goldsmith, Ohlberger, Ziegler one obtains [6] The mass fraction of oxygen decreases during the reduction-reaction in the cathodic catalyst layer φκ ∂t (ρg sg ck ) + ∇ · (ρg ck~ug ) − ∇ · φκ ρg sg Dκ (~uglob , sw , T )∇ck = qkg (21) 1 O2 + 2H + + 2e− → H2 O 2 v with k = H2 , O2 , H2 O , (22) 1. in Ωacat : The temperature dependence of the density of the gas phase follows the ideal gas law ρg (T ) = Mg pg . RT cH2 Mg pg (1 − α)F ia = sg A j0,a exp ηa (φe , φ p ) , [cH2 Mg pg ]re f RT (29) 2. in Ωccat : (23) ic = sg A j0,c The molar mass Mg of the gas phase is calculated by averaging the molar masses of the four gas species harmonically and weighting them with the respective mass fraction 1 = Mg k=H ∑ 2 ,O2 ,H2 O,N2 ck . Mk (24) 3 = D0 (φκ (1 − sw )) 2 (1.41 · 10−7 · T − 2.07 · 10−5 ) . (31) 2 qO g (32) v (25) MH2 ia , 2F MO ic =− 2 , 4F MH2 O ic = − qw . 2F 2 qH g =− 2O qH g (33) 2.1.3 Thermal model In addition to the liquid (index w) and the gas (index g) phases, the solid phase (index s) in the gas diffusion layers and catalyst layers, i.e. the framework of carbon fibers, must be considered in order to describe heat flow. The thermal energy density ε contains these three phases Ddi f f ,κ is the diffusion coefficient in layer κ. Its temperature [21] and saturation [13] dependencies are parameterised with Ddi f f ,κ (sw , T ) = cO2 Mg pg αF exp −2 η (φ , φ ) . c e p [cO2 Mg pg ]re f RT (30) The source densities of the three gas species are In Eq. (21) Dκ is a diffusion-dispersion matrix, which can be written as Dκ (~uglob , sw , T ) = Ddi f f ,κ (sw , T ) + Ddisp,κ (~uglob ) . (28) Furthermore, this reaction specifies a source for water vapour. Evaporation and condensation act as source and sink of water vapour, respectively. Using the Tafel approximation [22, 23] the reaction rates of the two reactions can be written as where ck is the mass fraction of species k. After solving these three differential equations, the mass fraction of nitrogen can be obtained by cN2 = 1 − (cH2 + cO2 + cH2 Ov ) . in Ωccat . (26) ε = (1 − φκ )ρs Hs + φκ ∑ ρi si Hi (T ) , (34) i=w,g Ddisp,κ is the Scheidegger dispersion tensor (for details see [13]). Sinks for hydrogen are located only in the anodic catalyst layer. There the oxidation of hydrogen leads to a decrease of the hydrogen mass fraction H2 → 2H + + 2e− in Ωacat . where Hs , Hw and Hg are the specific enthalpies of the individual phases and ρs , ρw and ρg are the respective mass densities. A variation over time of the energy density occurs due to heat conduction and convective heat flux (27) ! ∂t (1 − φ)ρs Hs (T ) + φ ∑ ρi si Hi (T ) + i=w,g ! +∇· ∑ i=w,g 5 ρi~ui Hi (T ) − ∇ · (κT (sw )∇T ) = qT . (35) Paper No. FC-07-1193 Steinkamp, Schumacher, Goldsmith, Ohlberger, Ziegler ~uw and ~ug are the phase velocities, and κT is the heat conductivity. The latter depends on the water saturation sw and can be parameterised in various ways [24]. For simplicity in this model a linear approximation has been chosen κT (sw ) = 0.49sw + 0.21 in Ωa,c gdl 0.26sw + 0.26 in Ωa,c cat W . Km (36) There are several heat sources and sinks which are discussed briefly below. Figure 3. • The condensation heat q phase is the product of the phase transition rate qw (cf. Eq. (18)) and the latent heat ∆Hlat a network of inverted micelles (drawn as circles) arises around the sulfonic acid groups of nafion. Water molecules can be transported through this network by building H3 O+ ions together with protons. This transport of hydrated protons through the membrane is discribed (37) q phase = qw ∆Hlat . by the Grotthus-Mechanism and can be modeled macroscopically like a diffusion (cf. [26]). 3) Liquid equilibrated transport mode: for • The reaction heat qa,c rxn is generated during the electrochemical reactions in the catalyst layers, which depends on the anodic and cathodic reaction entropies ∆Sa,c , the respective reaction rates ia,c , the overpotential ηa,c and the temperature T qa,c rxn = ia,c T ∆Sa,c ηa,c − 2F 14 6 λ 6 22 more and more connections between the micelles are expanded to channels, which are filled with liquid water. A coherent liquid phase with well-defined hydraulic pressure is formed. The fraction of already expanded channels in a considered volume is labeled with S. . (38) rates (cf. Eqs. (29), (30) ) a,c 0 in Ωgdl qe = −ic in Ωccat ia in Ωacat e,p • The ohmic heat qohm is produced from the electronic and protonic current ∇φe,p and can be expressed as e,p qohm = σe,p (∇φe,p ) . e + q phase in Ωa,c qohm gdl p qT = qeohm + qohm + q phase + qarxn in Ωacat . e p qohm + qohm + q phase + qcrxn in Ωccat (40) Electron transport The electronic potential φe can be described using a Poisson equation ∇ · (−σeκ ∇φe ) = qe in Ωa,c κ , κ = gdl, cat . (42) 2.2 Membrane model 2.2.1 Water transport The model of water transport in the membrane is based on articles from Weber and Newman [25], [26]. They developed a detailed steady-state model of a perfluorinated sulfonic acid ionomer. In addition to water transport, structural effects of the membrane are integrated in the model, e.g. membrane swelling by water uptake. That model has been extended in order to obtain a dynamic model of water transport in the membrane. Depending on the membrane water content λ, water transport is described by two different transport mechanisms (Fig. 3): (39) The total source term in Eq. (35) is modeled layerdependent as 2.1.4 The two transport modes of water in the membrane are illustrated ([25]). 1) For λ 6 2, the membrane is nearly impermeable for water. 2) Vapor equilibrated transport mode: For 0 6 λ 6 14, • For 2 6 λ 6 14, water transport is driven by the gradient ∇µH2 O of the chemical potential of water vapour. This is called the vapour equilibrated transport mode. • For 14 6 λ 6 22, water transport is driven by the gradient of the hydraulic pressure of liquid water ∇pl . This is called the liquid equilibrated transport mode. (41) The electronic conductivity σeκ is assumed to be a layerdependent constant. In the anodic and cathodic catalyst layers, electrons are produced and consumed in the electrochemical reactions respectively. The source term qe is linked directly to the corresponding reaction 6 Paper No. FC-07-1193 Steinkamp, Schumacher, Goldsmith, Ohlberger, Ziegler In a macroscopic representative volume these two transport mechanisms occur in parallel. They are superposed linearly with the fraction of expanded channels, S , as weighting factor. In this manner one obtains the following expression for the total water flux in the membrane ξl,v are the electroosmotic coefficients. A more detailed description of these transport parameters can be found in [26]. In order to obtain the partial differential equations that describe the dynamic water transport, a timedependent continuity equation is considered ~NH O = 2 = S[−Dl ∇pl − Kl ∇φ p ] + (1 − S)[−Dv ∇µH2 O − Kv ∇φ p ] , {z } | {z } | ~N v H2 O ~N l H2 O (43) ∂t cH2 O + ∇ · ~NH2 O = 0 . where NHl,v2 O are the two contributions to the water flux, corresponding to the liquid equilibrated and vapour equilibrated transport mode, respectively. The fraction of expanded channels S(r) can be calculated as an integral over the normalised differential volume of channels V (ρ) (50) The molar water concentration cH2 O in the membrane is related to the membrane water content λ by cH2 O = λ , Vmλ (51) with Vmλ = Vm + λ VH2 O . Z ∞ S(r) = (44) V (ρ) dρ , VH2 O and Vm are the molar volume of water and the molar volume of the dry membrane, respectively. According to the two transport mechanisms, the membrane water content λ is composed of two parts r where r is a specific channel radius, and φ p is the protonic potential (Section 2.2). The transport parameters Dl,v and K l,v are given by Dl (pl ) = αl + Dv (cv ) = αv + K l (pl ) = ! p σm,l ξ2l F2 p σm,v ξ2v F2 p σm,l ξl F λ(pl , cv ) = λv (cv ) + S(pl ) · (λmax − λmax v ). l VH2 O , (45) , (46) and (47) λv (cv ) = (48) C·Θ c n n+1 λ [ 1−Θaa cvv ][1−(n+1)(Θa cv ) +n(Θa cv ) ] m 1+(C−1)Θa cv −C·(Θa cv )n+1 λm C·n(n+1) 1 λv (cv ) = 2 1+C·n Θa λmax = lim v cv → . (54) The two cases correspond to S = 0 and S > 0 , respectively. Substituting Eqs. (51) and (53) into Eq. (50) leads to pl is the hydraulic pressure of liquid water, and cv is the vapour saturation of water vapour, which is linked directly to the relative humidity RH of water vapour via RH = Θa · cv . Here Θa is the activity coefficient of water vapour. The hydraulic pressure pl is related to a critical radius rc by 2 σH2 O cos θm . rc (53) Following Thampan [27], λv (cv ) can be parameterised using a Brunauer-Emmett-Teller (BET) equation. C and n are parameters of the BET model, see [27] for details. p σ ξ K v (cv ) = m,v v . F pl = − (52) Vm ∂t [λv + (λmax − λmax v ) · S(pl )] + l (VH2 O · λ +Vm )2 + ∇ · (~NHl O + ~NHv O ) = 0 . 2 (55) 2 (49) On a microscopic scale, the two transport modes do not exist in parallel. A connection between two micelles (cf. Fig. 3) is either collapsed or expanded, nothing in between. In the first case water is transported in the vapour equilibrated mode; in the second case it is transported in the liquid equilibrated mode. Water that is transported in different modes cannot be influenced by each other. Hence Eq. (55) can be separated into two equations, one for each transport mode. With respect to σH2 O is the surface tension of water. For a specific value of pl all channels in the hydrophobic membrane with radius r > rc are filled with liquid water. Consequently the fraction of expanded channels is a function of the hydraulic pressure, S = S(pl ). The intrinsic coefficients αl,v describe the remaining water p transport if the protonic conductivity σm,l,v vanishes. 7 Paper No. FC-07-1193 Steinkamp, Schumacher, Goldsmith, Ohlberger, Ziegler max (λmax l −λv )Vm 2 · S0 (pl ) 2 · λ0v (cv ) swelling Bl (pl , cv ) = coefficients Bv (pl , cv ) = diffusion Dl (pl ) = S(pl ) · Dl (pl ) coefficients Dv (pl , cv ) = (1 − S(pl )) RTcvΘa Dv (cv ) convection Kl (pl ) = S(pl ) · K l (pl ) (VH2 O ·λ(pl ,cv )+Vm ) Vm (VH2 O ·λ(pl ,cv )+Vm ) NHl 2 O and NHv 2 O are the water flux in the liquid and the vapour equilibrated transport mode, respectively. Both contributions to the water flux are given by Eq. (43). κmem is the heat conductivity in the membrane. Since T there is no gas phase in the membrane, there is no associated latent heat for the condensation and evaporation of water in the membrane. Furthermore, no chemical reactions take place in the membrane. Thus, the only heat source term in the membrane originates from p Ohmic heating qohm (Section 2.1.3) p coefficients Table 1. in Ωmem . qT = qohm Kv (pl , cv ) = (1 − S(pl )) · K v (cv ) (62) Coefficients for the membrane model (56), (57) 2.3 the parameterisations of λv (cv ) and S(pl ) one obtains Bl (pl , cv )∂t pl − ∇ · [Dl (pl )∇pl + Kl (pl )∇φ p ] In analogy to Eq. (41) for the electronic potential, the distribution of the protonic potential φ p in the catalyst layers is described by a Poisson equation = 0, (56) Bv (pl , cv )∂t cv − ∇ · [Dv (pl , cv )∇cv + Kv (pl , cv )∇φ p ] = 0 . (57) p ∇ · (−σcat ∇φ p ) = q p Vr,s (λ) = 1 −Vr,w . (63) p 2.2.2 Heat transport in the membrane In contrast to the gas diffusion and catalyst layers there is no gas phase in the membrane. The thermal energy density is proportional to the two condensed phases: the solid phase (index s), i.e. the nafion framework, and the liquid phase (index w) within the membrane and a,c in Ωcat . The protonic conductivity σcat is assumed to be constant throughout the catalyst layers. The source term is given by the reaction rates (Eqs. (29), (30) ) The transport parameters in these equations are listed in the Table 1. ε = Vr,s (λ)ρs Hs +Vr,w (λ)ρw Hw (T ) , MH2 O with Vr,w (λ) = ρw (Vm + λVH2 O ) Proton transport in the membrane and in the catalyst layers qp = ic in Ωccat . −ia in Ωacat (64) In the membrane the transport of protons is linked to the water transport [25]. Similar to Eq. (43) for the water flux, the expression for the flux of protons ~N+ includes both a liquid and a vapour equilibrated term [26]. Both contributions are linearly superposed, with the fraction of expanded channels S as a weighting factor. The protonic current density~i p is linked to the protonic flux via ~i p = F ~N+ . (58) (59) (60) p F ~N+ =~i p = S[−K + l ∇pl − σm,l ∇φ p ]+ p + (1 − S)[−K + v ∇µH2 O − σm,v ∇φ p ] . The two contributions to the thermal energy density ε are weighted by the relative volume Vr,i of phase i compared to the total volume of the membrane Vmλ , Eq. (52). Taking into account heat conduction and convective heat flux (Eq. (35)) one obtains the heat balance equation for the temperature T (65) The two parameters K + l,v reflect the influence of the electroosmotic drag on the transport of protons in the two transport modes p K +l (pl ) = ∂t (Vr,s ρs Hs (T ) +Vr,w ρw Hw (T )) + + ∇ · ~NHl 2 O Hw (T ) + ~NHv 2 O Hg (T ) − ∇ · (κmem T ∇T ) = qT . σm,l (pl )ξl VH2 O , F p σ (c )ξ K +v (cv ) = m,v v v . F (61) 8 (66) (67) Paper No. FC-07-1193 Steinkamp, Schumacher, Goldsmith, Ohlberger, Ziegler p The protonic conductivities σm,(l,v) are parameterised using an Arrhenius approach 10−9h i 1 1 15000 1.5 p − σm,(l,v) = 50( fl,v − 0.06) exp . R Tre f i T h 15000 1 1 1.5 50(0.39) exp R Tre f − T (68) The three cases correspond to fl,v < 0.06 0.06 6 fl,v 6 0.45 . fl,v > 0.45 Starting from a solenoidal Poisson equation ∇ ·~i p = 0, Eq. (65) is applied. Rearranging yields p ∇φ p + Kl+ ∇pl + Kv+ ∇cv = 0 ∇ · − σmem in Ωmem , (69) where the transport parameters are given by Kl+ (pl ) = S(pl )K + l (pl ) Kv+ (cv ) = Coupling diagram of the PEM fuel cell model. The trans- port mechanisms and the solution variables (state variables) of the and (1 − S(pl ))RT Θa K + v (cv ) cv Figure 4. (70) . corresponding PDEs are written in the boxes. Each arrow indicates a coupling between two PDEs, the coupling state variables that are (71) contained in the PDEs are noted at the arrows. The effective protonic conductivity is again modelled by superposing the two membrane transport mechanisms gas channels is assumed to be removed by the gas flow immediately. Consequently, the boundary value of the liquid water saturation sw at the boundaries RI,II is set to zero. The boundary value of the electronic potential at RI is the electric fuel cell potential, φe = Ucell . At the boundary RII the electronic potential is set to zero, φe = 0 . It is assumed that the temperature of the bipolar plates and the gas temperature in the gas channels is constant. Therefore, the boundary value of the temperature at RI,II is constant. Similarly, T is set to room temperature at boundary RIII . For the flow ~Nw of liquid water and the flow ~Ngk of the gas species k (with k = H2 , O2 , H2 Ov , N2 ), Neumann no-flow conditions are defined at RIII p p p σmem (pl , cv ) = S(pl )σm,l (pl ) + (1 − S(pl ))σm,v (cv ) . (72) 2.4 Coupling and boundary conditions Table 2.4 gives an overview of the transport mechanisms that are described in Sections 2.1 to 2.3. In addition to the solution variables and the subdomains of the model, the numerical discretisation methods are listed. In Fig. 4 the coupling between the various submodels is illustrated. The subdomain boundaries R1 to R4 are plotted as dashed lines in Fig. 5. Outer boundaries of the model domain are indicated by RI to RIII . ~Nw ·~nIII = 0 ~Ngk ·~nIII = 0 Outer boundaries The interfaces between the gas channels and gas diffusion layers are labelled RI and RII (Fig. 5). The gas channels are not spatially resolved in the fuel cell model. A linear drop of the gas pressure pg is taken into account between the boundaries RI,II . Assuming counterflow conditions, the gradient in gas pressure at RI is orientated in opposite direction to that at the domain boundary RII . Liquid water reaching the with ~Nw = φ ρw sw ~uw , with ~Ngk = φ ρg sg ck ~ug . (73) (74) ~nIII is the outer normal unit vector on RIII . These equations lead to boundary conditions for the water and gas velocities and thereby for the global velocity (Section 2.1). Furthermore, no electrons and protons can leave the fuel cell across RIII . Hence, two more Neuman no-flow conditions are defined for the electronic 9 Paper No. FC-07-1193 Steinkamp, Schumacher, Goldsmith, Ohlberger, Ziegler transport mechanism solution subdomain variables two-phase flow discretisation No. sw a,c Ωgdl ~uglob , pglob cH2 , cO2 a,c ∪ Ωcat I method finite volume mixed finite elements a,c a,c Ωgdl ∪ Ωcat I finite volume p l , cv Ωmem II finite volume proton transport φp Ωmem ∪ Ωa,c cat III finite elements electron transport φe a,c a,c Ωgdl ∪ Ωcat I finite elements T a,c a,c Ωgdl ∪ Ωmem ∪ Ωcat I+II finite volume gas species flow cH2 Ov , cN2 memb. H2 O transp. heat transport (energy balance) Table 2. The transport mechanisms and corresponding solution variables are shown in the table. Different discretisation mechanisms are applied depending on the transport mechanism. Assuming that water from the membrane cannot leave the fuel cell across RIII , two more Neuman no-flow conditions for each of the transport modes within the membrane can be formulated ~NHl O ·~nIII = 0 , 2 ~NHv O ·~nIII 2 and (77) (78) = 0. Using Eq. (76) and the definitions of the water fluxes from Eq. (43), one obtains ∇pl ·~nIII = 0 , and ∇cv ·~nIII = 0 (79) (80) as boundary conditions at RIII for the hydraulic pressure pl and the vapour saturation cv . Figure 5. The model domain is shown. R1 to R4 indicate bound- aries between subdomains. The solid lines correspond to the outer boundaries RI to RIII . Inner boundaries R1 and R4 represent the boundaries between the gas diffusion layers and the catalyst layers on the cathodic and anodic side, respectively. The gas diffusion layer does not conduct protons, and therefore the protonic current across R1,4 vanishes and the protonic current, respectively ~ie ·~nIII = 0 ~i p ·~nIII = 0 with ~ie = −σeκ ∇φe , p with ~i p = −σκ ∇φ p . ~i p ·~n1,4 = 0 (75) p with ~i p = −σcat ∇φ p . (81) Additionally, the protonic current i p · n is set to zero at these boundaries. The two-phase flow, gas species (76) 10 Paper No. FC-07-1193 Steinkamp, Schumacher, Goldsmith, Ohlberger, Ziegler flow, electron transport and thermal submodels are defined within both the gas diffusion and catalyst layers (modeling region I). Hence, there are no boundary conditions necessary for the solution variables of these submodels at R1,4 . In the same manner no boundary conditions are needed for the thermal and the proton transport submodels at the membrane borders R2 and R3 . At R2,3 the two membrane variables pl and cv are coupled to the variables of the two-phase flow and gas species flow submodels. The continuity of the capillary pressure pc was chosen as a boundary condition at R2,3 [28] Rearranging this expression and using Eq. (83), a boundary condition for the vapour saturation is obtained 2VH2 O Θcat a . exp p g mem Θa RT cat cv |mem = cH2 Ov |cat · In addition to Eqs. (83) and (87), the liquid water flux across R2,3 must be continuous ~NHl O ·~n 2 mem pc |mem = pc |cat . pl |mem = −pc (sw )|cat ~NHv O ·~n 2 (83) to the water saturation sw in the catalyst layer. Assuming that the water on the catalyst side is in thermodynamical equilibrium with the water on the membrane side, the chemical potential must be continuous across the boundaries R2,3 µH2 O |mem = µH2 O |cat . mem (88) . v = −~NgH2 O ·~n cat . . and (89) (90) 3 Model discussion 3.1 Two-phase flow in the porous regions and in the membrane Two-phase flow of water is described in our model with the so-called global pressure formulation of the two-phase equations. With this ”full” two-phase approach it is possible to quantitatively model the water transport, even if the water saturation is high in certain parts of the cell. On a spatial scale that is relevant for technical fuel cell applications, parts of the cell can be dry, and other parts can be flooded with liquid water. If the liquid water saturation is high the resulting water transport mode is mainly driven by the liquid equilibrated transport mechanism, that is, the water transport is driven by a gradient in the hydraulic pressure and a gradient in the protonic potential. Within a dry part of the cell the dominating water transport contribution is driven by a gradient in the membrane water concentration. Such a situation is well-described by the model. The parameters for the two-phase flow in the gas diffusion layers were determined by fitting Eqs. (10), (13) and (14) to numerical data which was obtained from micro scale simulations [16]. This method is based on the 3D reconstruction of the microstructure of the GDL by synchrotron-tomography. The method predicts the 3D liquid water saturation distribution for a given channel pore radius. As a result a parameteri- (84) g = (µwH2 O + µH2 O ) cat ~n|lay denotes the normal unit vector on the boundaries R2,3 pointing outwards layer lay . In the catalyst layers the chemical potential can be seperated into the contributions of the liquid phase and gas phase. The chemical potential in the membrane is composed of the contributions of the liquid mode and the vapour mode (85) Using the thermodynamic relations [21] • • • • cat The water vapour flux across R2,3 must also be continuus. However, as there exists no gas phase in the membrane, the orthogonal component of the gas phase velocity ~ug is zero. That is, water vapour flux across R2,3 is caused only by diffusion ~ug ·~n|cat = 0 mem = −~Nw ·~n (82) As there exists no coherent gas phase in the membrane, the gas pressure is set to zero. Therefore, the capillary pressure in the membrane, pc = pg − pl = −pl equals the negative hydraulic pressure, which then is linked via (µlH2 O + µvH2 O ) (87) µHl 2 O = VH2 O pl , µvH2 O = RT ln(Θmem a cv ) , µwH2 O = VH2 O pw , and g cat µH2 O = RT ln(Θa cH2 Ov ) +VH2 O pg , the activity coefficient of the membrane is calculated ln(Θmem a cv )|mem = VH2 O VH2 O cat (pw + pg ) − pl . = ln(Θa cH2 Ov ) + RT RT mem cat (86) 11 Paper No. FC-07-1193 Steinkamp, Schumacher, Goldsmith, Ohlberger, Ziegler sation of the capillary pressure pc (sw ) as a function of the liquid water saturation is obtained from the poremorphology method. Phase transitions are accounted for in the model. However, constant evaporation and condensation rate constants are included in Eq. 18. The description of the evaporation and condensation processes is oversimplified in the model. Water transport in the membrane is described by the superposition of two transport modes [26], the liquid equilibrated and the vapour equilibrated mode. Furthermore, the swelling behaviour of the membrane due to water uptake is accounted for. The transport processes for water and protons in the membrane are well described for PFSA-based membrane materials. The following coupling conditions between the membrane and the catalyst layers were assumed: continuous flux of liquid water at the interface, continuous diffusive flux of water vapour, continuity of the capillary pressure, and the continuity of the electrochemical potential. pressure curves, relative permeabilities, diffusion constants), (iii) the inclusion of the multi-step reaction for the oxygen reduction reaction (eg. as described in [29]), (iv) account for varying coverage fractions of the catalyst sites with intermediate reaction products. 3.4 Heat transport The heat transport is modelled in all three phases in the gas diffusion layers and in the catalyst layers; heat transport in the membrane is modelled in the solid and liquid phases only. Two heat transport mechanisms are accounted for, heat conduction and heat convection. It is assumed that heat conduction in the solid phase is dominant in comparison to heat conduction in the two other phases. The temperature of the three phases are assumed to be equal. The source terms for the temperature equation includes three contributions: latent heat due to the phase transition of water, reaction heat due to the electrochemical reaction, and ohmic heat production due to the electronic and protonic current. The heat conductivity of the solid phase is assumed to be linearly dependent on the water saturation. 3.2 Gas species flow Mass transport limitation due to blockage of the gas pores is described accurately. Multicomponent diffusion is not considered in the model at this stage, although mixture-dependent diffusion coefficients are important to account for. 4 Discretisation methods The discretisation of the full fuel cell model, described in Section 2 is based on mass conservative mixed finite element and finite volume schemes for mass, momentum, and energy balance equations. Standard Galerkin finite element methods for the discretisation of the electron and proton potential equations were used. Concerning the discretisation of the two phase flow equations in a porous media we refer to [30–33]. The reactive transport equations for the species in the gas phase are discretised by using a self adaptive finite volume scheme that is based on rigorous a posteriori error estimates for so called weakly coupled systems. For details we refer to [34–37]. Finally, these transport equations are coupled to the potential equations for the proton and electron flow through the reactive source terms. The potential equations are solved by a Galerkin finite element method using standard piecewise linear basis functions. In order to cope with the strongly non-linear source term, a time relaxation of the stationary potential equations is used. This time stepping approach also incorporates a non-linear fixed point iteration for the solution of the resulting non-linear coupled system. 3.3 Charge transport The electric potential is modeled by two seperate potential fields for the electrons and the protons. This allows for the calculation of locally distributed effects in the membrane electrode assembly. The source terms for the potential equations are modeled by the Tafel approach. Thereby, the best convergence behaviour of the model is obtained although the description of the transport processes and the electrochemical reactions in the catalyst layers is oversimplified. In order to describe the electrochemical reaction rates more accurately it is straight-forward to replace these expressions by the Butler-Volmer equations for the reaction rates on the cathode and anode side. Thereby, it is assumed that the electrode structure is homogeneous. However, real porous gas diffusion electrodes exhibit an agglomerate structure on the microscale, that is, an agglomeration of the carbon support, the ionomer, and the platinum particles occurs. A further step for the model refinement is the implemementation of an analytical agglomerate model of the catalyst layers into our numerical model. Further effects that are of importance for the model refinement with respect to the catalyst layer description are: (i) account for the diffusion of oxygen to the reaction sites in the dissolved form (Henrys law), (ii) the consideration of seperate two-phase flow parameterisations in the catalyst layers (capillary 5 Numerical experiments In this section results of numerical experiments with the numerical PEM fuel cell model that is described in Section 2 are presented. The simulations were performed on the 2D grid shown in Fig. 6 . 12 Paper No. FC-07-1193 Steinkamp, Schumacher, Goldsmith, Ohlberger, Ziegler Figure 6. The grid geometry used for simulations. The figure shows the five layers of the fuel cell. Figure 8. The mass fraction cH2 of hydrogen after 0.03 s and 0.10 s. Due to the electrochemical reaction, a depletion of hydrogen in the anodic catalyst layer can be observed. (a) and (b) show Distribution of the liquid water saturation sw at different points in time. (a) The evaporation process is already visible after 0.001 s. Figures (b) and (c) show the further progression of the evap- Figure 7. the spatial dissolved distributions of cH2 . In (c) the hydrogen mass fraction is displayed along a cross section through the anodic gas diffusion and catalyst layers. oration process. Due to the boundary conditions, a residual saturation remains at the left and right outer boundaries. In the membrane, the liquid water saturation is not defined, and thus its value there is influence of water production by the electrochemical reaction by far within the first 0.1 s . Fig. 8 shows the distribution of the hydrogen mass fraction cH2 on the anode side. A depletion of cH2 towards the catalyst layer can be seen. This is caused by the dissipation of hydrogen during the hydrogen oxydation reaction in the anodic catalyst layer. The corresponding distributions of the oxygen mass fraction cO2 are depicted in Fig. 9 . Analogous to cH2 at the anode side, a decrease in cO2 towards the cathodic catalyst layer is obtained, which is due to the oxygen reduction reaction taking place within that layer. Alongside the dissipation of oxygen, water vapour is produced in the cathodic catalyst layer. This can be seen by an increase of the water vapour mass fraction in Fig. 10 . Figs. 10a) to c) show the distribution of the water vapour mass fraction cH2 Ov . Water vapour is produced in the cathodic catalyst layer and transported through the gas diffusion layer. The catalyst layer is also spatially resolved, and therefore, it is possible to see that water vapour is not produced homogeneously within the catalyst layer, but particularly in the left half of it. There the electrochemical reaction rate exceeds the values that are reached nearby the membrane. Furthermore, water vapour is transported from the anode side across the membrane to the cathode side. This happens due to the higher initial value for the water vapour mass fraction on the anode side. Note that the transport of water vapour across the membrane is not arbitrary and with no relevance to the simulation. 5.1 Liquid water saturation Fig. 7 shows the spatial distribution of the liquid water saturation sw at three different times. One obtains a decrease of sw due to the evaporation of liquid water. Additionally, a small amount of liquid water enters the membrane from the anodic side. This can be seen by the slight decrease of sw in the anodic catalyst layer in Fig. 7c) . The initial value of the water vapour mass fraction corresponds to a dry fuel cell. Consequently, the evaporation process dominates the behaviour of sw on the examined time scale of about 0.1 s . The achieved simulation duration of 0.16 s is not long enough to investigate condensation processes of the water vapour produced by the chemical reactions (Section 5.2). 5.2 Gas mass fractions The following figures show the simulated distributions of the mass fractions of the various gas species at different points in time. Here, the phase transitions of liquid water and water vapour were not accounted for. By doing so it was possible to investigate the effect of the electrochemical processes more clearly: if the phase transitions are taken into account, then the evaporation of liquid water and the resulting increase of the water vapour mass fraction exceeds the 13 Paper No. FC-07-1193 Steinkamp, Schumacher, Goldsmith, Ohlberger, Ziegler Figure 9. The mass fraction cO2 of oxygen after 0.03 s and 0.10 s. Due to the electrochemical reaction, a depletion of oxygen in the cathodic catalyst layer can be observed. (a) and (b) show the spatial dissolved distributions of cO2 . In (c) the oxygen mass fraction is dis- Figure 10. The mass fraction cH2 Ov of water vapour neglecting phase transitions. In (a) to (c) the spatial distributions of cH2 Ov are shown at three different times, 0.005 s, 0.030 s and 0.100 s. Water played along a cross section through the cathodic gas diffusion and catalyst layers. vapour is produced in the cathodic catalyst layer as a result of the oxygen reduction reaction. Additionally, water vapour is transported a gas diffusion process, but corresponds to the vapour equilibrated transport mechanism in the membrane, as described in section 2.2.1. through the membrane as can be seen by the water vapour depletion on the anode side. (d) shows the water vapour mass fraction along a cross section through the cell. 6 Conclusions and outlook Our model accounts for all important transport processes in a PEM fuel cell. Due to the high model complexity of the system of coupled nonlinear partial differential equations, the computational costs for the simulation are rather high. Therefore, the simulation domain of this model is restricted to small geometrical dimensions. It is beyond the scope of this paper to demonstrate numerical solutions that are relevant for technical applications. Even if performed on a parallelised computer cluster, simulations of fuel cells with realistic spatial dimensions on time scales that are relevant for technical applications are expensive to accomplish with our model implementation. At present, the model can be applied to analyse and explore the importance of the various transport processes occuring in a PEM fuel cell. Solving the numerical model on a larger discretisation mesh allows for comparison of the simulation results with time-dependent measurement data obtained with small test fuel cells. From this comparison it is possible to study what transport processes are important under certain operating conditions. A further future step is the development of reduced twophase models with fewer degrees of freedom that still 5.3 Temperature Fig. 11 shows the temperature distribution at two different times. It can be seen that the main source of heat is localised inside the cathodic catalyst layer. This is due to the reaction heat of the oxygen reduction reaction. Phase transitions of liquid water and water vapour were neglected in this simulation. Therefore, no temperature changes due to latent heat can be observed. The produced heat is transported through the cathodic gas diffusion layer and across the membrane to the anode side. Due to the higher heat conductivity of the gas diffusion layer, the heat transport process there is faster than in the membrane. Since the magnitude of the temperature profile across the cell is so small, the results of this work are consistent with previous assumptions that a single steady-state PEM fuel cell operates under isothermal conditions. However, the apparent lack of temperature dependence may be due to the short simulation time. If longer time scales were computationally feasible, then one would expect a more significant temperature profile. This local temperature variation could play a more significant role in PEM stacks, for example, where time-dependent nonisothermal behaviour is observed. 14 Paper No. FC-07-1193 Steinkamp, Schumacher, Goldsmith, Ohlberger, Ziegler [5] [6] [7] [8] Figure 11. The temperature distribution after 0.024 s and 0.090 s [9] are shown. As can be seen in Figs. (a) and (b), the main heat source is located in the cathodic catalyst layer. This is due to the exothermal reaction occuring there. (c) shows the respective cross sections of the temperature distribution through the cell. [10] capture the dominating two-phase transport processes in all sub-domains. These reduced two-phase models require less computational costs, and can be used to perform parameter studies for fuel cells that are relevant for technical applications. [11] Acknowledgements The authors would like to acknowledge the important contributions by Karsten Kuehn who is now with the BMW group. [12] References [1] Springer, T. E., Zawodzinski, T. A., and Gottesfeld, S., 1991. “Polymer electrolyte fuel cell model”. J. Electrochem. Soc., 138(8), pp. 2334–2342. [2] Springer, T. E., Zawodzinski, T. A., and Gottesfeld, S., 1991. “Modeling water content effects in polymer electrolyte fuel cells”. In Modelling of batteries and fuel cells, R. E. White, M. W. Verbrugge, and J. F. Stockel, eds., Vol. 91-10. The Electrochemical Society, Softbound Proceedings Series, Pennington, NJ, pp. 209–223. [3] Springer, T. E., and Gottesfeld, S., 1991. “Pseudohomogeneous catalyst layer model for polymer electrolyte fuel cell”. In Proceedings of the Symposium on Modeling of Batteries and Fuel Cells, Vol. 91-10, The Electrochemical Society, pp. 197– 208. [4] Nguyen, T. V., and White, R. E., 1993. “A [13] [14] [15] [16] [17] 15 water and heat management model for protonexchange-membrane fuel cells”. J. Electrochem. Soc., 140(8), pp. 2178–2186. Gurau, V., Liu, H., and Kakac, S., 1998. “Twodimensional model for proton exchange membrane fuel cells”. AIChE Journal, 44(11), pp. 2410– 2422. Yi, J. S., and Nguyen, T. V., 1999. “Multicomponent transport in porous electrodes of proton exchange membrane fuel cells using the interdigitated gas distributors”. J. Electrochem. Soc., 146(1), pp. 38–45. Nam, J. H., and Kaviany, M., 2003. “Effective diffusivity and water-saturation distribution in single- and two-layer pemfc diffusion medium”. International Journal of Heat and Mass Transfer, 46, pp. 4595–4611. Berning, T., and Djilali, N., 2003. “A 3d, multiphase, multicomponent model of the cathode and anode of a pem fuel cell”. Journal of the Electrochemical Society, 150(12), pp. A1589–A1598. Pasaogullari, U., and Wang, C. Y., 2004. “Twophase transport and the role of micro-porous layer in polymer electrolyte fuel cells”. Electrochimica Acta, 49, pp. 4359–4369. Siegel, N. P., Ellis, M. W., Nelson, D. J., and Spakovsky, M. R., 2004. “A two-dimensional computational model of a pemfc with liquid water transport”. Journal of Power Sources, 128, pp. 173– 184. Chen, K. S., Hickner, M. A., and Noble, D. R., 2005. “Simplified models for predicting the onset of liquid water droplet instability at the gas diffusion layer / gas flow channel interface”. Int. J. Heat Mass Transfer, 29, pp. 1113–1132. Shah, A., Kim, G.-S., Gervais, W., Young, A., Promislow, K., Li, J., and Ye, S., 2006. “The effects of water and microstructure on the performance of polymer electrolyte fuel cells”. Journal of Power Sources Special issue including selected papers presented at the International Workshop on Molten Carbonate Fuel Cells and Related Science and Technology 2005 together with regular papers, 160(2), pp. 1251– 1268. Helmig, R., 1997. Multiphase flow and transport in the subsurface. Springer-Verlag, Berlin. Hornung, U., 1997. Homogenization and porous media, Vol. 6 of Interdisciplinary Applied Mathematics. Springer, New York. Brooks, R. J., and Corey, A. T., 1964. “Hydraulic properties of porous media”. Hydrol. Pap. 3, Colo. State Univ., Fort Collins, 3. Schulz, V., Mukherjee, P., Becker, J., Wiegmann, A., and Wang, C.-Y., 2007. “Modelling of twophase behaviour in the gas diffusion medium of polymer electrolyte fuel cells via full morphology approach”. J. Electrochem. Soc., 154, pp. 419–426. Ewing, R., 1995. “Multiphase flows in porous me- Paper No. FC-07-1193 [18] [19] [20] [21] [22] [23] [24] [25] [26] [27] [28] [29] [30] [31] [32] Steinkamp, Schumacher, Goldsmith, Ohlberger, Ziegler dia”. Advanced Mathematics: Computations and Applications, pp. 49–63. van Genuchten, M. T., 1980. “A closed-form equation for predicting the hydraulic conductivity of unsaturated soils”. Soil Sci. Soc. Am., 44, pp. 892– 898. Nguyen, T., 1999. “Modeling of two-phase flow in the porous electrodes of proton exchange membrane fuel cells using the interdigitated flow fields”. Tutorials in Electrochem. - Engineering Mathem. Modeling; The Electrochemical Society Proceedings, 99-14, pp. 222–241. Sonntag, D., 1994. “Advancements in the field of hygrometry”. Meteorol. Zelischrift, 3, pp. 51–66. Atkins, P. W., 2001. Physikalische Chemie, 3. ed. WILEY-VCH, Weinheim. Hamann, C. H., and Vielstich, W., 1998. Elektrochemie, 3. ed. WILEY-VCH, Weinheim. Larminie, J., and Dicks, A., 2000. Fuel cell systems explained. John Wiley and Sons, Baffins Lane, Chichester. Woodside, W., and Messmer, J., 1961. “Thermal conductivity of porous media. i. unconsolidated sands.”. Journal of Applied Physics, 32, pp. 1688– 1706. Weber, A. Z., and Newman, J., 2003. “Transport in polymer-electrolyte membranes, i. physical model”. Journal of the Electrochemical Society, 150(7), pp. A1008–A1015. Weber, A. Z., and Newman, J., 2004. “Transport in polymer-electrolyte membranes, ii. mathematical model”. Journal of the Electrochemical Society, 151(2), pp. A311–A325. Thampan, T., Malhotra, S., Tang, H., and Datta, R., 2000. “Modeling of conductive transport in proton-exchange membranes for fuel cells”. J. Electrochem. Soc., 147(9), pp. 3242–3250. Jaeger, W., and Mikelic, A. “On the boundary conditions at the contact interface between two porous media, partial differential equations, theory and numerical solution”. Vol. 406. pp. 175– 186. Damjanovic, A., and Brusic, V., 1967. “Electrode kinetics of oxygen reduction on oxide-free platinum electrodes”. Electrochimica Acta, 12, pp. 615– 628. Chen, Z., Ewing, R., and M.S., E., 1994. “Multiphase flow simulation with various boundary conditions”. In Computational Methods in Water Resources. Kluwer Academic Publishers, Netherlands, pp. 925–932. Ohlberger, M., 1997. “Convergence of a Mixed Finite Element - Finite Volume Method for the Two Phase Flow in Porous Media”. East-West J. Numer. Math., 5, pp. 183–210. Ohlberger, M., 1999. “Adaptive mesh refinement for single and two phase flow problems in porous media”. In Proceedings of the 2nd In- [33] [34] [35] [36] [37] 16 ternational Symposium on: FINITE VOLUMES FOR COMPLEX APPLICATIONS - PROBLEMS AND PERSPECTIVES, Duisburg (1999), Hermes Science Publications, Paris, pp. 761–768. Bürkle, D., and Ohlberger, M., 2002. “Adaptive finite volume methods for displacement problems in porous media”. Comput. Visual. Sci., 5(2), pp. 95–106. Herbin, R., and Ohlberger, M., 2002. “A posteriori error estimate for finite volume approximations of convection diffusion problems”. In Proceedings of the 3nd International Symposium on: FINITE VOLUMES FOR COMPLEX APPLICATIONS - PROBLEMS AND PERSPECTIVES, Porquerolles (2002), Hermes Science Publications, Paris, pp. 753–760. Ohlberger, M., and Rohde, C., 2002. “Adaptive finite volume approximations for weakly coupled convection dominated parabolic systems”. IMA J. Numer. Anal., 22(2), pp. 253–280. Klöfkorn, R., Kröner, D., and Ohlberger, M., 2002. “Local adaptive methods for convection dominated problems”. Internat. J. Numer. Methods Fluids, 40(1-2), pp. 79–91. Ohlberger, M., 2004. “Higher order finite volume methods on selfadaptive grids for convection dominated reactive transport problems in porous media”. Comput. Visual. Sci., 7(1), pp. 41–51. Paper No. FC-07-1193 A Steinkamp, Schumacher, Goldsmith, Ohlberger, Ziegler Parameters and constants Symbol Explanation Value Unit Ref. 1.0 · 107 m m est. A specific active surface bc fitted Brooks-Corey exponent 1.7 − [16] C fitting parameter of the BET parametrisation 150 − [27] 4182.0 J kg K [21] 710 [21] [26] Cw Cs D0 Dm,v H2 O e specific heat capacity of water specific heat capacity of graphite (used for the specific heat capacity of the GDL, the catalyst layers and the Nafion membrane) gas diffusion coefficient diffusion coefficient of water 1.39 · 10−3 J kg K m s in the membrane (vapour equilibrated mode) 1.8 · 10−5 m s 1.60219 · 10−19 As 0.909 kg mol As mol elementary charge [13] EW equivalent weight of the dry membrane F |~g| Faraday’s constant absolute value of the acceleration of gravity 96485.3 j0,a anodic exchange current density 1.0 · 104 j0,c cathodic exchange current density 7.8 · 10−3 kc Kcat condensation rate of water vapour absolute permeability of the catalyst layers 100 m s A m A m 1 s 2.5 · 10−12 m est. absolute permeability of the GDL 7.5 · 10−12 m est. Kgdl 9.81 17 [26] est. est. Paper No. FC-07-1193 Symbol Steinkamp, Schumacher, Goldsmith, Ohlberger, Ziegler Value Unit Ref. in the membrane (liquid equilibrated mode) 1.8 · 10−18 m [26] kv evaporation rate of water 98.7 · 10−5 1 Pa s [19] m Van Genuchten exponent 0.95 − [16] [21] [21] Ksat Explanation convection coefficient of water MH2 molar mass of hydrogen 0.002 MO2 molar mass of oxygen 0.032 MH2 O molar mass of water and water vapour 0.018 MN2 molar mass of nitrogen 0.028 kg mol kg mol kg mol kg mol the pore walls (BET model) 13.5 − [27] pd threshold pressure (Brooks-Corey) 7500 Pa [16] R ideal gas constant 8.314 J K mol n [21] [21] maximum number of water layers on ∆Sa reaction entropy in anodic catalyst layer −130.7 J mol K ∆Sc reaction entropy in cathodic catalyst layer −65.0 J mol K Tre f reference temperature (25C) 298.15 K [26] molar volume of water 1.81 · 10−5 m3 mol [21] molar volume of the dry membrane 4.6 · 10−4 m3 mol [26] VH2 O Vm 18 Paper No. FC-07-1193 Symbol α ηw Steinkamp, Schumacher, Goldsmith, Ohlberger, Ziegler Explanation Value charge transfer coefficient viscosity of liquid water κmem T heat conduction coefficient of the membrane λmax l maximum water content of the liquid equilibrated membrane λm Ref. 0.11 − 1.0 · 10−3 Ns m [21] 0.19 W Km est. 22 − [26] 1.8 − [26] 14 − [26] est. reference water content of the membrane (BET model) λmax v Unit maximum water content of the vapour equilibrated membrane φcat porosity of the catalyst layers 0.40 − φgdl porosity of the gas diffusion layers 0.78 − Θcat a activity coefficient in the catalyst layers 1 − [21] activity coefficient in the membrane 1 − [21] Θmem a θm contact angle of water in the membrane ρs mass density of graphite [26] 90.02 (used for the GDL, the catalyst ρw σH2 O [21] 998.2 kg m kg m 0.07 N m [21] layers and the Nafion membrane) 2000 mass density of liquid water surface tension of water 19 [21] Paper No. FC-07-1193 Steinkamp, Schumacher, Goldsmith, Ohlberger, Ziegler Symbol Explanation Unit aH2 O water activity − kg m3 kg m3 kg bar m kg m Bl membrane swelling factor (liquid equilibrated case) Bv membrane swelling factor (vapour equilibrated case) Bl membrane swelling coefficient (liquid equilibrated case) Bv membrane swelling coefficient (vapour equilibrated case) cH2 mass fraction of hydrogen − cO2 mass fraction of oxygen − mass fraction of water vapour − cN2 mass fraction of nitrogen − cv vapour saturation in the membrane − cvH2 O molar water concentration (vapour equilibrated case) cH2 O total molar water concentration mol m3 mol m3 cH2 Ov Cs specific heat capacity of solid carbon matrix J kg K Cg spec. heat capacity of gas mixture J kg K Cw spec. heat capacity of liquid water J kg K d d j,l capillary diffusion coefficient diffusive numerical flux across an edge S j,l 1 s - Ddisp Scheidegger dispersion tensor m s Ddi f f diffusion coefficient m s D diffusion-dispersion matrix Dl diffusive transport coefficient (liquid equilibrated case) Dv diffusive transport coefficient (vapour equilibrated case) Dl pressure diffusion coefficient (liquid equilibrated case) Dv diffusion coefficient (vapour equilibrated case) m s kg bar m s kg J ms kg bar m s kg ms f right hand side fl volume fraction of water (liquid equilibrated case) − fv volume fraction of water (vapour equilibrated case) − fw fractional flow rate of liquid water − fg fractional flow rate of gas mixture − - 20 Paper No. FC-07-1193 Steinkamp, Schumacher, Goldsmith, Ohlberger, Ziegler Symbol Explanation Unit ~g gravitational acceleration Hs specific enthalpy of solid m s carbon matrix J kg Hg specific enthalpy of gas mixture J kg Hw specific enthalpy of liquid water J kg Latent heat J ms ia reaction rate in anodic catalyst layer A m ic reaction rate in cathodic catalyst layer A m ~ie electronic current density A ~i p protonic current density A ja anodic partial current density A m jc cathodic partial current density A m kr,w relative permeability of liquid water − kr,g relative permeability of gas − K absolute permeability m Kl convective transport coefficient (liq. equil. case) kg V ms Kl+ Flux parameter (liq. equil. case) Kv convective transport coefficient (vapour equil. case) m2 Vs kg V ms Kv+ Flux parameter (vapour equil. case) ∆Hlat Kl convection coefficient (liq. equil. case) Kl+ potential parameter (liq. equil. case) Kv convection coefficient (vapour equil. case) Kv+ potential parameter (vapour equil. case) Mg Molar mass of gas mixture 21 mol V ms kg V ms m Vs kg V ms Jm V mol s kg mol Paper No. FC-07-1193 Steinkamp, Schumacher, Goldsmith, Ohlberger, Ziegler Symbol Explanation Unit ~Nw liquid water flux in membrane ~N+ molar protonic flux kg ms kg m2 s kg m2 s kg m2 s kg ms mol s pc capillary pressure Pa pg gas pressure Pa pglob global pressure Pa pH2 O partial pressure of water vapour Pa pl hydraulic flux in the membrane bar psat saturation pressure of water Pa pw liquid water pressure Pa qe source term of electronic current qg source density of gases due to evaporation source density of water vapour A m kg ms kg ms kg ms kg ms ohmic heat J ms source term of protonic current A m heat source term, phase transition J ms qa,c rxn heat of reaction in anod./cath. catalyst layer J ms qT source density of temperature qw source density of liquid water due to condensation J ms kg ms r radius of liquid water channel m rc critical radius of water channel m RH relative humidity − Rohm ohmic resistance Ω r phase phase transition rate − ~Ngk flux of k-th gas component ~N l H2 O water flux (liq. equil. case) ~N v H2 O water flux (vapour equil. case) ~NH O 2 total water flux in membrane 2 qH g source density of hydrogen 2 qO g source density of oxygen 2 qH g Ov e,p qohm qp q phase 22 Paper No. FC-07-1193 Steinkamp, Schumacher, Goldsmith, Ohlberger, Ziegler Symbol S Eplanation Unit fraction of expanded channels − ∆Smol molar reaction entropy J mol K sw liquid water saturation − s∗w residual saturation − sg gas saturation − T temperature K ~uw velocity of liquid phase m s ~ug velocity of gas phase m s ~uglob global velocity m s ∆Vmol change of molar volume V (r) differential volume of water channels in membrane 1 m Vr,s relative volume of solid phase (membrane) − Vr,w relative volume of liquid phase (membrane) − v xH 2O molar fraction of water (vapour equil. case) − charges transferred per molecule − z 23 J mol Pa Paper No. FC-07-1193 Steinkamp, Schumacher, Goldsmith, Ohlberger, Ziegler Symbol αl,v Explanation Unit intrinsic transport coefficient (liquid-/vapour equil. case) mol 2 J ms ε thermal energy density J m ηa overvoltage, anodic catalyst layer V ηc overvoltage, cathodic catalyst layer V ηg viscosity of gas mixture Ns m κT heat transfer coefficient of porous layers W Km λ total membrane water content of membrane − λg mobility of gas mixture m Ns λtot total mobility m Ns λv membrane water content (vapour equil. case) − λw mobility of liquid water m Ns chemical potential of water J mol µH2 O chemical potential of water vapour µlH2 O chemical potential of water (liquid transport mode) µvH2 O chemical potential of water (vapour transport mode) µwH2 O chemical potential of liquid water J mol J mol J mol J mol φ porosity − φe electronic potential V φp protonic potential V equilibrium potential difference V density of solid carbon matrix (graphite) kg m kg m µH2 O g ∆φeq ρs ρglob global pressure 24 Paper No. FC-07-1193 Steinkamp, Schumacher, Goldsmith, Ohlberger, Ziegler Symbol σeκ p σκ p σm,l Explanation Unit electronic conductivity of layer κ S m protonic conductivity of layer κ S m protonic conductivity of membrane S m (liquid equil. case) p σm,v protonic conductivity of membrane (vapour equil. case) S m p effective protonic conductivity of membrane S m ξl electro-osmotic drag coefficient (liquid equil. case) − ξv electro-osmotic drag coefficient (vapour equil. case) − Ω simulation domain - Ωacat sub-domain: anodic catalyst layer m Ωccat sub-domain: cathodic catalyst layer m Ωagdl sub-domain: anodic gas diffusion layer m Ωcgdl sub-domain: cathodic gas diffusion layer m Ωmem sub-domain: membrane m σmem 25 Paper No. FC-07-1193 Steinkamp, Schumacher, Goldsmith, Ohlberger, Ziegler Index Explanation a anodic c cathodic cat catalyst layer e electronic g gas mixture gdl gas diffusion layer glob global (in a mathematical sense) H2 hydrogen H2 O water H2 Ov water vapour l liquid equilibrated transport mode m membrane mem membrane mol molar N2 nitrogen O2 oxigen ohm ohmic p phase re f protonic phase transition (liquid water/vapour) reference s solid phase sat saturation tot total v vapor equilibrated transport mode w liquid water + protonic 26
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