Abstract
The paper presents a comparison of two phase-resolving simulations of heavy particles in a turbulent open-channel flow to investigate the impact of the regularity of the underlying sediment bed on both the fluid and the particle phase. While a regular sediment bed is common practice for both experimental and numerical studies, it may introduce over-idealized conditions in the physical setup, which is investigated by juxtaposing these results with those obtained using a particularly designed irregular bed. It is found that the overall transport mode remains unchanged, but the configuration of the sediment bed has an impact on various statistical quantities that show quantitative differences for the two considered cases. The disturbed irregular bed enhances turbulent fluctuations and promotes formation of particle clusters as well as the resuspension of particles. It is shown that this change in the configuration yields more realistic results resembling bedforms such as subaqueous dunes that may be observed on the field-scale. The proposed type of irregularity constitutes a benchmark to investigate this issue in further experiments and simulations.
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Notes
Compared to Eq. 2 the averaging of conditioned quantities is performed over a volume here instead of horrizontal planes using the same symbol for simplicity.
References
Balachandar, S., Eaton, J.K.: Turbulent dispersed multiphase flow. Annu. Rev. Fluid Mech. 42, 111–133 (2010)
Seminara, G.: Fluvial sedimentary patterns. Annu. Rev. Fluid Mech. 42, 43–66 (2010)
Dey, S.: Fluvial Hydrodynamics. Springer, Berlin (2014)
Coleman, S.E., Nikora, V.I.: Bed and flow dynamics leading to sediment-wave initiation. J. Hydraul. Eng. 45(4), 1192–1204 (2009)
Vowinckel, B., Kempe, T., Fröhlich, J.: Fluid-particle interaction in turbulent open channel flow with fully-resolved mobile beds. Adv. Water Resour. 72, 32–44 (2014)
Chang, Y.S., Scotti, A.: Entrainment and suspension of sediments into a turbulent flow over ripples. J. Turbul. 4, N19 (2003)
Marchioli, C., Armenio, V., Salvetti, M.V., Soldati, A.: Mechanisms for deposition and resuspension of heavy particles in turbulent flow over wavy interfaces. Phys. Fluids 18(2), 025102 (2006)
Charru, F., Andreotti, B., Claudin, P.: Sand ripples and dunes. Annu. Rev. Fluid Mech. 45, 469–493 (2013)
De Marchis, M., Milici, B., Sardina, G., Napoli, E.: Interaction between turbulent structures and particles in roughened channel. Int. J. Multiphase Flow 78, 117–131 (2016)
Vowinckel, B.: Highly-resolved numerical simulations of bed-load transport in a turbulent open-channel flow. PhD thesis, Institut für Strömungsmechanik, TU Dresden, TUDPress (2015)
Kidanemariam, A.G., Uhlmann, M.: Formation of sediment patterns in channel flow: minimal unstable systems and their temporal evolution. J. Fluid Mech. 818, 716–743 (2017)
Sun, R., **ao, H.: CFD-DEM simulations of current-induced dune formation and morphological evolution. Adv. Water Resour. 92, 228–239 (2016)
Finn, J.R., Li, M., Apte, S.V.: Particle based modelling and simulation of natural sand dynamics in the wave bottom boundary layer. J. Fluid Mech. 796, 340–385 (2016)
Nezu, I., Nakagawa, H.: Turbulence in Open-Channel Flows. IAHR/AIRH Monograph (1993)
Parker, G., Klingeman, P.C.: On why gravel bed streams are paved. Water Resour. Res. 18(5), 1409–1423 (1982)
Kempe, T., Fröhlich, J.: Collision modelling for the interface-resolved simulation of spherical particles in viscous fluids. J. Fluid Mech. 709, 445–489 (2012)
Uhlmann, M.: An immersed boundary method with direct forcing for the simulation of particulate flows. J. Comput. Phys. 209(2), 448–476 (2005)
Kempe, T., Fröhlich, J.: An improved immersed boundary method with direct forcing for the simulation of particle laden flows. J. Comput. Phys. 231(9), 3663–3684 (2012)
Kempe, T., Vowinckel, B., Fröhlich, J.: On the relevance of collision modeling for interface-resolving simulations of sediment transport in open channel flow. Int. J. Multiphase Flow 58, 214–235 (2014)
Berzi, D., Fraccarollo, L.: Intense sediment transport: collisional to turbulent suspension. Phys. Fluids 28(2), 023302 (2016)
Vowinckel, B., Jain, R., Kempe, T., Fröhlich, J.: Erosion of single particles in a turbulent open-channel flow: a numerical study. J. Hydraul. Res. 54(2), 158–171 (2016)
Vowinckel, B., Nikora, V., Kempe, T., Fröhlich, J.: Momentum balance in flows over mobile granular beds: application of double-averaging methodology to DNS data. J. Hydraul. Res. 55(2), 190–207 (2017)
Vowinckel, B., Nikora, V., Kempe, T., Fröhlich, J.: Spatially-averaged momentum fluxes and stresses in flows over mobile granular beds: A DNS-based study. J. Hydraul. Res. 55(2), 208–223 (2017)
Lucci, F., Ferrante, A., Elghobashi, S.: Is Stokes number an appropriate indicator for turbulence modulation by particles of Taylor-length-scale size. Phys. Fluids 23(2), 025101–025101 (2011)
Nikora, V., Ballio, F., Coleman, S., Prokrajac, D.: Spatially-averaged flows over mobile rough beds: definitions, averaging theorems, and conservation equations. J. Hydraul. Eng. 139(8), 803–811 (2013)
Antonia, R.A., Krogstad, P.Å: Turbulence structure in boundary layers over different types of surface roughness. Fluid Dyn. Res. 28(2), 139–157 (2001)
De Marchis, M., Milici, B., Napoli, E.Å: Numerical observations of turbulence structure modification in channel flow over 2D and 3D rough walls. Int. J. Heat Fluid Flow 56, 108–123 (2015)
Kidanemariam, A.G., Uhlmann, M.: Interface-resolved direct numerical simulation of the erosion of a sediment bed sheared by laminar channel flow. Int. J. Multiphase Flow 67, 174–188 (2014)
Gal-Chen, T.: Errors in fixed and moving frame of references: applications for conventional and doppler radar analysis. J. Atmos. Sci. 39(10), 2279–2300 (1982)
Best, J.: The fluid dynamics of river dunes: a review and some future research directions. J. Geophys. Res. Earth Surf. 110, F4 (2005)
Kaftori, D., Hetsroni, G., Banerjee, S.: Particle behavior in the turbulent boundary layer. i. Motion, deposition, and entrainment. Phys. Fluids 7(5), 1095–1106 (1995)
Allen, J.L.R.: Sedimentary Structures: Their Character and Physical Basis. Elsevier, New York (1982)
Acknowledgements
The work was conducted within the project FR 1593/5-2 funded by the German Research Foundation (DFG). The authors gratefully acknowledge the Gauss Centre for Supercomputing (GCS) for providing computing time on the supercomputer JUQUEEN at the Jülich Supercomputing Centre (JSC), grant 5122, and the High Performance Computing (ZIH), Dresden, Germany, for the possibility to store big data bases. The authors thank Luigi Fraccarollo for fruitful discussion on sediment transport and Florian Dexl for hel** to develop the cluster detection algorithm. RJ and BV gratefully acknowledge the scholarships provided by Land Sachsen and Alexander von Humboldt Foundation, respectively.
Funding
The work was funded by the German Research Foundation (DFG) under the grant FR 1593/5-2. RJ received scholarship from Land Sachsen and BV from Alexander von Humboldt Foundation.
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Appendix: Algorithm Describing the Streamwise Motion of Clusters
Appendix: Algorithm Describing the Streamwise Motion of Clusters
In the following, \(X \in \mathbb {R}\) identifies positions in streamwise direction without restriction to the interval \([0; L_{x}]\). In contrast, the small letter x designates a value within this interval. Using the particle volume fraction \(\psi _{y}\) according to Eq. 5, which is determined in each time step, the position of the spanwise clusters is computed by the following algorithm.
Positions
At a given time t each cluster \(i\,=\,1,2\) is described by its center position \(X_{c,i}(t)\) as well as start and end of the region it covers, \(X_{s,i}(t)\) and \(X_{e,i}(t)\), respectively. Here, the numbering is assumed to be such that \(X_{c,1}(t)< X_{c,2}(t)\). Furthermore, \(X_{e,1}(t)= X_{s,2}(t)\) and \(X_{e,2}(t) - X_{s,1}(t) = L_{x}\) at any time.
Propagation
The particle data were stored with a sampling interval of \(\Delta t_{s} = H/U_{b}\). At time t the following operations are performed. Supposing the values of \(X_{s,i}(t-\Delta t_{s})\) and \(X_{e,i}(t-\Delta t_{s})\) being known from the previous step the new position of the center of the cluster is first determined for each spanwise position:
with
The position of the entire cluster is obtained from spanwise averaging, i.e.
The new values of the start and end points are then determined from
These values constitute the bounds of integration in the next step. The generalization to more than two clusters is straightforward.
Further quantities
Once the bounds of integration in Eqs. A.2 and A.1 are calculated, further quantities relative to the clusters can be determined. The mass contained in cluster i, for example, is
Initialization
The propagation algorithm requires bounds for the integral being known. Hence, some initialization procedure has to be prescribed. In the present case this was done as follows. At some instant \(t = t_{init}\) the absolute maximum of \(\psi _{y}\) is determined. The location \(x^{*}\) where it occurs is taken as \(X_{c,1}(t=t_{init})\) and \(X_{c,2}\) is set to \(X_{c,1} + L_{x}/2\), if \(X_{c,1} < L_{x}/2\), which is assumed here, (else, obvious adjustments have to be made). This accounts for the average distance of the clusters of \(L_{x}/2\) found above. Then, the bounds of integration are determined from Eq. A.4a. As this initialization can be nothing but an approximation, the propagation algorithm is employed for \(t= t_{init} \, ... \, t_{aver}\) and conditional averaging started at \(t = t_{aver}\) only. For the present simulations, \(t_{aver} - t_{init} = 10\Delta t_{s}\) was selected and \(t_{init}\) large enough for having reached the fully developed state.
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Jain, R., Vowinckel, B. & Fröhlich, J. Spanwise Particle Clusters in DNS of Sediment Transport Over a Regular and an Irregular Bed. Flow Turbulence Combust 99, 973–990 (2017). https://doi.org/10.1007/s10494-017-9850-x
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DOI: https://doi.org/10.1007/s10494-017-9850-x