The problem of filling a silo of given bounded cross-section with granular
matter can be described by the two-layer model of Hadeler and Kuttler [8]. In
this paper we discuss how similarity quasi-static solutions for this model can
be numerically characterized by the direct finite element solution of a
semidefinite elliptic Neumann problem. We also discuss a finite difference
scheme for the dynamical model through which we can show that the growing
profiles of the heaps in the silo evolve in finite time towards such similarity
solutions.Comment: Submitted to Proceedings of the MASCOT2015 - IMACS/ISGG Workshop,
  Rome, Ital

Vita, Stefano Finzi

English

arXiv

The problem of filling a silo of given bounded cross-section with granular
matter can be described by the two-layer model of Hadeler and Kuttler. In
this paper we discuss how similarity quasi-static solutions for this model can
be numerically characterized by the direct finite element solution of a
semidefinite elliptic Neumann problem. We also discuss a finite difference
scheme for the dynamical model through which we can show that the growing
profiles of the heaps in the silo evolve in finite time towards such similarity
solutions

FINZI VITA, Stefano

Archivio della ricerca- Università di Roma La Sapienza

arXiv:1512.09066v2  [math.NA]  10 Feb 2016A numerical study of a two-layer modelfor the growth of granular matter in a siloS. Finzi VitaaaDipartimento di Matematica, Sapienza Universita` di RomaP.le Aldo Moro, 5 - 00185 Roma, ItalyEmail address: finzi@mat.uniroma1.itAbstractThe problem of filling a silo of given bounded cross-section with granularmatter can be described by the two-layer model of Hadeler and Kuttler [8].In this paper we discuss how similarity quasi-static solutions for this modelcan be numerically characterized by the direct finite element solution of asemidefinite elliptic Neumann problem. We also discuss a finite differencescheme for the dynamical model through which we can show that the growingprofiles of the heaps in the silo evolve in finite time towards such similaritysolutions.Keywords: Granular matter, Finite difference schemes, Finite element schemes1. IntroductionIn recent times many models have been proposed to study the dynamicsof granular materials like sand in different practical situations (see e.g. [1]for an overview). In many applications one has to store this kind of materialsin view of their later use, so that filling and emptying a container are crucialprocesses. Granular materials adapt their shape to the container (like afluid does), but in general the free surface of a heap strongly depends on itsformation process, for example on intensity and dislocation of the source.Moreover, the pressure on the bottom of the structure does not grow linearlywith the height of the pile, since part of it is released against the walls througharcs of grains, a fact that can even produce silos explosion and collapse.Preprint submitted to Proceedings of MASCOT2015 Workshop, Rome February 11, 2016In this paper we deal with the simple problem of pouring at low intensitygranular matter into a silo of given cross-section Ω ⊂ IR2: it is known fromthe experiments (see e.g. [7]) that if the source is independent of time, thefree surface of the growing heap evolves towards a well-defined profile whichthen retains its shape while growing with a constant velocity.The two-layer model of Hadeler and Kuttler [8], which basically describesthe formation of sandpiles over an open bounded plane table, is a system oftwo partial differential equations for a standing layer u and a small rollinglayer v of grains running down the slope. It can be adapted in a naturalway to the case of the silo problem (see again [8] and more specifically [9])by adding a suitable boundary condition on the silo walls. If f denotes thevertical source of material and T the final time, then the model takes theformvt = β∇ · (v ∇u)− γ(α− |∇u|) v + f in Ω× (0, T )ut = γ(α− |∇u|) v in Ω× (0, T )u(x, 0) = u0(x) , v(x, 0) = 0 in Ω∂u∂n= 0 on ∂Ω × (0, T ).(1)The nonlinear term which appears in both the equations with opposite signexpresses the exchange term between the two layers, α being the maximal(critical) slope that the material can support without flowing down, β andγ respectively the mobility and the collision rate parameters. The boundarycondition comes from the total mass conservation law (when f = 0), whichsuggestsv∂u∂n= 0 on ∂Ω ; (2)but the first equation in (1) is an advection equation for v in the directionof (−∇u), so that boundary conditions cannot be imposed for the outgo-ing direction of its flow and condition (2) reduces to a pure homogeneousNeumann condition on u. Existence and uniqueness results for the solutionof a system similar to (1) under general assumptions on the data has beenrecently discussed in [4]. If the source is constant in time the free profile isexpected to evolve towards a similarity solution, according to the followingdefinition.2Definition 1. We call a pair of functions (U(x), V (x)) a similarity solutionof system (1) in Ω if there exists a positive constant c such that the functionsu(x, t) = U(x) + ct , v(x, t) = V (x) (3)solve the system (disregarding the initial condition).It can be considered as a sort of equilibrium for the model: the rollinglayer is constant in time, while the free surface keeps growing by a rigidtraslation of its shape at a constant rate c.In the toy one-dimensional (1D) case for the cross-section, these quasi-stationary profiles (U, V ) can be expressed by closed integral formulas (see [8]and next section) in terms of the source and of the other problem parameters.In two dimensions (2D) it can be proved that similarity solutions exist, buttheir expressions are known only in special cases. That is why in Section3 we discuss a finite element (FE) characterization of such solutions in thegeneral case.Finite difference (FD) numerical schemes for the model of Hadeler andKuttler have been studied in [5] and [6] in the case of growing sandpiles on abounded open table, and in [3] on a table partially bounded by vertical walls.In Section 4 we will adapt such schemes to the present problem of silos inorder to show through the experiments of Section 5 that the growing heapsgenerated by the evolving model perfectly match the similarity solutions.2. Characterization of similarity solutionsWe recall the basic theorem of existence for similarity solutions in thecase of a constant in time source term.Theorem 1. ([8]) Assume f = f(x); then there exists a similarity solution(U, V ) for problem (1) (in the sense of Definition 1), with U unique up to anadditive constant andc =1|Ω|∫Ωf dx. (4)The main idea in the proof is to consider the basic properties of the fluxfunction w = v∇u. If one looks for it in the form of a gradient (w = ∇ψ),then its potential ψ should solve the semidefinite Neumann problem for theLaplacian−∆ψ = g in Ω,∂ψ∂n= 0 on ∂Ω, (5)3with g = (f − c)/β, which has a solution (unique up to an additive constant)due to the zero-mean property of g. Then we can derive w from ψ, and alsodeduce:V = c+ V |∇U | =1γα|Ω|∫Ωf dx+1α|w|, ∇U =wV, (6)so that U can be determined up to an additive constant.Formula (4) says that the growth velocity of the similarity profile coincideswith the average precipitation, that is with the mean value of the sourceintensity and is independent from the other parameters. Theorem 1 does notsay anything about uniqueness: in principle other solution pairs (U, V ) couldexist such that V∇U is not a gradient. Anyway, numerical experiments ofSection 5 show that the solutions given by the previous theorem are the onlysignificant (physical) ones, since the evolving profiles tend asymptotically tothem.In 1D the previous result yields explicit expressions for similarity solutions. Iffor example Ω coincides with the interval (0, L), one finds (see [8] for details):V (x) =1γαL∫ L0f(y)dy +1αβ|G(x)|, Ux(x) = αG(x)βγL∫ L0f(y)dy + |G(x)|,(7)whereG(x) =xL∫ L0f(y)dy −∫ x0f(y)dy.Such expressions give several informations about solutions:• if f(x) ≡ k ∈ IR+ for any x ∈ (0, L), then G(x) ≡ 0, V (x) = k/(γα)and Ux ≡ 0, that is the free surface grows remaining flat, as expected;• if the source is not identically zero, then V (x) > 0 everywhere, even atthe boundary, confirming what already stated about condition (2);• |Ux| ≤ α, that is the standing layer never exceeds the critical slope;• the rolling layer thickness is directly proportional to the source intensityand inversely proportional to α.In higher dimensions explicit formulas for similarity solutions cannot be de-duced in general, and we will see in the next section how to detect them4numerically. Here we just report the two special cases of a central pointsource, for 1D and 2D radial cross-sections respectively, where similarity so-lutions can be explicitly computed.Example 1.([8]) Assume Ω = (0, L) and f = δL/2 (where δz denotes theusual Dirac function centered in z), that is there is a point source placedover the middle of the silo. Similarity solutions then take the form (seeFigure 1):V (x) =1γαL+1αβLmin{x, L− x}, (8)U(x) =αγβ(x− log(1 + x)) if x ≤ L/2αγβ(L− x− log(1 + L− x)) if x > L/2 .(9)0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 100.010.020.030.040.050.060.070.080.090.1Central point sourceStanding layer0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 100.20.40.60.811.21.41.6Central point sourceRolling layerFigure 1: Similarity solutions U and V for 1D silo with central point source.Example 2.([9]) Let Ω ⊂ IR2 be the ball of radius R centered at the origin,and f = δ(0,0) a point source over its center; then similarity solutions areradial functions, and radial symmetry arguments yields (see Figure 2):V (r) =cγα(1 +γ2βr(R2 − r2)), Ur(r) = −αR2 − r2R2 − r2 + 2βr/γ. (10)Previous examples show that the typical profile of a growing symmetricheap of grains in a silo under the effect of a central source is different fromthe classical conical shape which would emerge on an open table withoutwalls. In both dimensions the standing layer now assumes a strictly convex(logarithmic) profile. The maximal slope of the pile changes instead with thedimension: in 2D it is reached right in the center, and coincides with thecritical slope α, whereas in 1D it depends on the parameters α, β, γ and onthe size L of the container. In particular, when the ratio β/γ << 1 (grains5Figure 2: Similarity solutions U and V for a cylindrical silo with central point source.roll slowly and are easily trapped) the slope of the pile always remains veryclose to the critical angle α. On the contrary, when β/γ is large the grainsmove very fast from the beginning, and larger variations of the slope canemerge.For what concerns the rolling layer in 2D, Figure 2 shows the emergenceof a singularity in the center, in accordance with the fact that its expressioncomes from the solution of a potential problem with a central Dirac source.3. Approximation of similarity solutionsFor the sake of simplicity from now on we assume α = β = γ = 1.The proof of Theorem 1 in the previous section shows that in order tocharacterize the similarity profiles one needs to solve in Ω the elliptic Neu-mann problem (5). From a numerical point of view, this can be done forexample by using a finite element approach. If Th denotes a regular trian-gulation of Ω of size h > 0, and Vh ⊂ H1(Ω) and Wh ⊂ L2(Ω) are thefinite element spaces of respectively piecewise linear and piecewise constantfunctions on Th, Galerkin method requires to solve the discrete variationalproblemψh ∈ Vh,∫Ω∇ψh · ∇φ dx =∫Ωgφ dx , ∀φ ∈ Vh. (11)However, if Ω is not a polygonal domain it has to be replaced in (11) bya suitable set Ωh defined as the union of the triangular elements of Th; Ωhwill be closed to Ω, but in general the right-hand side g will not retain itszero-mean property on Ωh, and the discrete semidefinite problem will not besolvable at all. A way to overcome this difficulty is to replace g in (11) by thefunction gh = f − ch, with ch =1|Ωh|∫Ωhfdx ; by construction, limh→0 gh = g,6and∫Ωhghdx = 0 for any h, so that (11) becomes solvable (see [2] for details).Then by definition wh = ∇ψh will be a piecewise constant vector on Th, andits norm an element of the discrete space Wh. Hence, from (6),vh = ch + |wh| = ch + |∇ψh| . (12)Now, since wh = vh∇uh, the gradient of uh on any triangle τk ∈ Th is givenbyzk = ∇uh|τk =whvh|τk . (13)It remains to compute uh ∈ Vh. In 1D its value at any node xi ∈ (0, L) canbe determined by direct integration of the piecewise constant function (uh)xfrom 0 to xi (which corresponds to choose the particular solution vanishingat the origin):uh(xi) ≃∫ xi0(uh)x dx =i∑k=1∫ xkxk−1zk = hi∑k=1zk.In higher dimension a different strategy can be used: plugging ∇ψh = vh∇uhinto (11), uh becomes the solution of the discrete variational Neumann prob-lem (with vh given)uh ∈ Vh,∫Ωhvh∇uh · ∇φ dx =∫Ωhghφ dx , ∀φ ∈ Vh. (14)4. Computation of growing profilesIn this section we want to show that the previously characterized simi-larity solutions asymptotically arise as profiles of the growing heaps in thedynamic process of filling the silo. In order to do that we implemented a nu-merical scheme for the complete system (1), adapting to this case the finitedifference scheme used in [5] for the growing sandpiles.In 1D, if Ω = (0, L) and h = L/(N − 1) denotes the space discretizationstep, a uniform mesh is described by the nodes xi = (i− 1)h, for i = 1, .., N .If ∆t is the time step, our explicit scheme reads for the internal nodes i =2, .., N − 1 asvn+1i = vni +∆t(Gi − (1− |Duni |)vni + fi)un+1i = uni +∆t(1− |Duni |)vni(15)7where uni , vni , Gni denote respectively the approximate values at time n∆t in xiof the solutions u, v and of the upwind flux derivative (vux)x in the directiondetermined by the sign of Dui, that isGni =(vni+1Duni+1 − vni Duni )/h if Duni > 0(vni Duni − vni−1Duni−1)/h if Duni < 0(in each node the spatial derivative Dui is defined as the term of maximalabsolute value between the backward and the forward first differences). Tocomplete the scheme we added initial conditions (u0i = v0i = 0 ∀i) and bound-ary terms induced by the Neumann condition on u.The extension of this approach to the 2D case is straightforward if werestrict ourselves to square or rectangular cross-sections for the silo. It isenough to decompose the flux term as ∇ · (v∇u) = (vux)x + (vuy)y, and torepeat the 1D approach in each direction.in order to study the asymptotic behavior of the growing heaps, in the nu-merical tests the scheme was stopped when the relative growth per iterationof the standing layer resulted approximately the same at each node, revealingthe emergence of a similarity profile. Such profile was then translated to thebase of the silo and compared with the computed similarity solution.5. Numerical experimentsFor the 1D cross-section case we assumed Ω = (0, 1) and tested differentchoices of the source term f . In each example, for a given uniform partition(of step h) of Ω, we compared the exact similarity solutions given by formulas(7) (the couple (U, V ), with minΩ U = 0), the discrete similarity solutionscomputed by the FE approach of Section 3 ((ue, ve), with mini uei = 0), andthe stabilized profiles determined by the FD scheme for the evolutive problemdescribed in Section 4 ((ud, vd), with the first one shifted towards zero, that isud = un−mini(uni ), where un is the iterate selected by the stopping criterion).Figure 3 shows three examples of growing heaps according to different sourcesupports Sf (centered symmetric, close to the boundary, disconnected). Inall the cases it can be seen the formation of a similarity solution (in dotlines).We found first order convergence of the approximate similarity solutionsto the exact ones for the FE method in uniform norm, and approximately thesame order for the asymptotic convergence of the growing profiles computed80 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 100.020.040.060.080.10.120.140.160.180 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 100.050.10.150.20.250.30.350.40 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 100.010.020.030.040.050.060.07Figure 3: Growing heaps and similarity profiles in 1D silos with different source supportsSf ⊆ [0, 1]: a)[0.45,0.55]; b)[0.9,1]; c)[0.25,0.35]∪[0.65,0.75].0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 100.010.020.030.040.050.060.070.080.090.1Standing layer  DFFEMExact U0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 100.0050.010.0150.020.0250.03Rolling layer  DFEFExact VFigure 4: Standing and rolling layers for 1D silo with small central source.by the FD scheme to the quasi-stationary ones. In Table 1 we report thevalues found for the symmetric centered support case of Figure 4. Othertests gave similar results. Note that the stabilized rolling layer is everywherepositive, with a small depression in the central region corresponding to thesource support. When its length tends to zero one recovers the situationof the point source of Example 1, that is u assumes the known logarithmicprofile and the depression region of v disappears.In the more realistic case of a spatial silo, that is when the cross-sectionΩ is a 2D domain, the similarity solutions can only be approximated, so thatwe just estimated the quantities ‖ue−ud‖∞ and ‖ve− vd‖∞, where as before(ue, ve) denote the FE solutions of the stationary model and (ud, vd) the FDh Standing layer Rolling layer‖U − ue‖∞ ‖U − ud‖∞ ‖V − ve‖∞ ‖V − vd‖∞0.01 3.07× 10−3 4.97× 10−3 4.6× 10−4 1.62× 10−30.005 1.55× 10−3 2.66× 10−3 2.3× 10−4 8.4× 10−40.0025 7.8× 10−4 1.44× 10−3 1.2× 10−4 5.3× 10−40.001 3.1× 10−4 4.7× 10−4 5× 10−5 2× 10−4Table 1: L∞ errors for EF and DF schemes in the test case of Figure 4.9solutions of the evolutive model after the stopping criterion applies, computedover the same mesh introduced in Ω. We restricted our tests to the case of arectangular domain Ω decomposed through a uniform mesh, in order to usethe same set of nodes for the two schemes. If for example Ω = (0, 1)× (0, 1),a mesh with N × N equispaced nodes (with h = ∆x = ∆y = 1/(N − 1))for the FD scheme can be used as well as a base for a uniform Courant FEtriangulation over Ω.The experiments gave results similar to those of the 1D case. Figures 5and 6 illustrate the results corresponding to a source supported in a small ballin the center of the silo or in the union of two disconnected balls, showing theprofiles of the standing layers and the level lines of the rolling layers. Thecorrespondence of the similarity solutions (above) to the evolving profiles(below) appears evident. Figure 7 shows the growing heap in the square silofor the first example at four successive time steps.Figure 5: Similarity solutions (above) and asymptotic profiles (below) in a square silo:source supported in a central small ball.References[1] I.S. Aranson & L.S. Tsimring, Patterns and collective behavior in gran-ular media: theoretical concepts, Rev. Mod. Phys. 78 (2006), 641-692.10Figure 6: Similarity solutions (above) and asymptotic profiles (below) in a square silo:source supported in the union of two disconnected balls.Figure 7: Growing heap in a square silo: source supported in a central ball.11[2] I. Capuzzo Dolcetta & S. Finzi Vita, Finite element approximation ofsome indefinite elliptic problems, Calcolo 25 (1988), 379-395.[3] G. Crasta & S. Finzi Vita, An existence result for the sandpile problemon flat tables with walls, Netw. Heterog. Media 3 (2008), 815-830.[4] L. De Pascale & C. Jimenez, Duality theory and optimal transport forsand piles growing in a silos, Adv. Differential Equations 20 (2015),859-886.[5] M. Falcone & S. Finzi Vita, A finite difference approximation of a two-layer system for growing sandpiles, SIAM J. Sci. Comput. 28 (2006),1120-1132.[6] M. Falcone & S. Finzi Vita, A semi-Lagrangian scheme for the opentable problem in granular matter theory, Proc. of Enumath07 (Graz,2007), Springer (2008), 711-718.[7] Y. Grasselli & H.J. Herrmann, Shapes of heaps and in silos, Eur. Phys.J. B 10 (1999), 673-679.[8] K.P. Hadeler & C. Kuttler, Dynamical models for granular matter,Granular Matter 2 (1999), 9-18.[9] K.P. Hadeler & C. Kuttler, Granular matter in a silo, Granular Matter,3 (2001), 193-197.12

A numerical study of a two-layer model for the growth of granular matter in a silo

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