Technical Notes
Aug 3, 2016

Subaqueous Barchans and Plane Beds from Deposition of Quartz Silt

Publication: Journal of Hydraulic Engineering
Volume 142, Issue 12

Abstract

The suspension flow of quartz silt (geometric mean grain size of 4.15 μm), in unfavorable conditions for deposition, is the motivation for the development of different bed morphologies. Particles deposit over a plane nonerodible surface and develop well-defined barchan ripples, barchanoids, and plane beds in flume experiments. Bedload transport of quartz silt by bedform migration is several orders of magnitude smaller than the suspended transport. The final bed morphology is controlled by the suspended sediment concentration and running time of the experiment. The average dimensions of the bedforms after 1-day experiments are 4.93 cm wide, 10.33 cm long, and 0.45 cm high. Cohesive plane beds appear after 2-day and 3-day experiments with very high sediment concentrations (22.5kg/m3). Viscous effects are deemed relevant for the formation of the beds.

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Acknowledgments

The authors thank the editors and the reviewers for their valuable comments. The authors note that there are no data sharing issues.

References

Allen, J. R. L. (1968). Current ripples: Their relation to patterns of water and sediment motion, North-Holland, Amsterdam, Netherlands.
Andreotti, B., Claudin, P., and Douady, S. (2002). “Selection of dune shapes and velocities. Part 2: A two-dimensional modelling.” Eur. Phys. J. B, 28(3), 341–352.
Baas, J. H. (1994). “A flume study on the development and equilibrium morphology of current ripples in very fine sand.” Sedimentology, 41(2), 185–209.
Baas, J. H. (1999). “An empirical model for the development and equilibrium morphology of current ripples in fine sand.” Sedimentology, 46(1), 123–138.
Baas, J. H., Best, J. L., and Peakall, J. (2011). “Depositional processes, bedform development and hybrid bed formation in rapidly decelerated cohesive (mud-sand) sediment flows.” Sedimentology, 58(7), 1953–1987.
Baas, J. H., Davies, A. G., and Malarkey, J. (2013). “Bedform development in mixed sand-mud: The contrasting role of cohesive forces in flow and bed.” Geomorphology, 182, 19–32.
Bagnold, R. A. (1966). “An approach to the sediment transport problem from general physics.” U.S. Geological Survey, Washington, DC.
Best, J. (2005). “The fluid dynamics of river dunes: A review and some future research directions.” J. Geophys. Res., 110(F4).
Boulanger, J. A. R., and Wong, C. Y. (2016). “Sand suspension deposition in horizontal low-concentration slurry pipe flows.” Granular Matter, 18(2), 15.
Cardoso, A. H. (1998). Hidráulica fluvial, Fundaçao Calouste Gulbenkian, Lisboa, Portugal.
Courrech du Pont, S., Narteau, C., and Gao, X. (2014). “Two modes for dune orientation.” Geology, 42(9), 743–746.
Endo, N., Sunamura, T., and Takimoto, H. (2005). “Barchan ripples under unidirectional water flows in the laboratory: Formation and planar morphology.” Earth Surf. Processes Landforms, 30(13), 1675–1682.
Endo, N., Taniguchi, K., and Katsuki, A. (2004). “Observation of the whole process of interaction between barchans by flume experiments.” Geophys. Res. Lett., 31(12), L12503.
Folk, R. L. (1974). Petrology of sedimentary rocks, Hemphill Publishing, Austin, TX.
Franklin, E. M., and Charru, F. (2011). “Subaqueous barchan dunes in turbulent shear flow. Part 1: Dune motion.” J. Fluid Mech., 675, 199–222.
Graf, W. H. (1984). Hydraulics of sediment transport, Water Resources Publications, Highlands Ranch, CO.
Groh, C., Rehberg, I., and Kruelle, C. A. (2009). “How attractive is a barchan dune?” New J. Phys., 11(2), 023014.
Henderson, F. M. (1966). Open channel flow, Macmillan, New York.
Hersen, P. (2005). “Flow effects on the morphology and dynamics of aeolian and subaqueous barchan dunes.” J. Geophys. Res., 110(F4), F04S07.
Hersen, P., Andersen, K. H., Elbelrhiti, H., Andreotti, B., Claudin, P., and Douady, S. (2004). “Corridors of barchan dunes: Stability and size selection.” Phys. Rev. E, 69(1), 011304.
Hersen, P., Douady, S., and Andreotti, B. (2002). “Relevant length scale of barchan dunes.” Phys. Rev. Lett., 89(26), 264301.
Hollister, C. D., and McCave, I. N. (1984). “Sedimentation under deep-sea storms.” Nature, 309(5965), 220–225.
Jopling, A. V., and Forbes, D. L. (1979). “Flume study of silt transportation and deposition.” Geografiska Annaler. Series A, Phys. Geogr., 61(1/2), 67.
Katsuki, A., Kikuchi, M., and Endo, N. (2005). “Emergence of a barchan belt in a unidirectional flow: Experiment and numerical simulation.” J. Phys. Soc. Jpn., 74(3), 878–881.
Mantz, P. A. (1978). “Bedforms produced by fine, cohesionless, granular and flakey sediments under subcritical water flows.” Sedimentology, 25(1), 83–103.
Mantz, P. A. (1992). “Cohesionless fine sediment bed forms in shallow flows.” J. Hydraul. Eng., 743–764.
McCave, I. N. (1970). “Deposition of fine-grained suspended sediment from tidal currents.” J. Geophys. Res., 75(21), 4151–4159.
McCave, I. N. (2008). “Size sorting during transport and deposition of fine sediments: Sortable silt and flow speed.” Dev. Sedimentol., 60, 121–142.
McCulloch, D. S., and Janda, R. J. (1964). “Subaqueous river channel barchan dunes.” J. Sediment. Petrol., 34(3), 694–695.
McKee, E. (1980). “A study of global sand seas.” U.S. Geological Survey, Washington, DC.
Mehta, A. J. (2013). An introduction to hydraulics of fine sediment transport, World Scientific, Hackensack, NJ.
Melo, H. P. M., Parteli, E. J. R., Andrade, J. S., and Herrmann, H. J. (2012). “Linear stability analysis of transverse dunes.” Phys. A: Stat. Mech. Appl., 391(20), 4606–4614.
Niño, Y., Lopez, F., and Garcia, M. (2003). “Threshold for particle entrainment into suspension.” Sedimentology, 50(2), 247–263.
Parteli, E. J. R., Andrade, J. S., and Herrmann, H. J. (2011). “Transverse instability of dunes.” Phys. Rev. Lett., 107(18), 1–5.
Raudkivi, A. J. (1997). “Ripples on stream bed.” J. Hydraul. Eng., 58–64.
Roberts, J., Jepsen, R., Gotthard, D., and Lick, W. (1998). “Effects of particle size and bulk density on erosion of quartz particles.” J. Hydraul. Eng., 1261–1267.
Sauermann, G., Rognon, P., Poliakov, A., and Herrmann, H. (2000). “The shape of the barchan dunes of Southern Morocco.” Geomorphology, 36(1–2), 47–62.
Schieber, J., Southard, J. B., Kissling, P., Rossman, B., and Ginsburg, R. (2013). “Experimental deposition of carbonate mud from moving suspensions: Importance of flocculation and implications for modern and ancient carbonate mud deposition.” J. Sediment. Res., 83(11), 1025–1031.
Simons, D. B., Richardson, E. V., and Nordin, C. F. (1965). “Bedload equation for ripples and dunes.” U.S. Geological Survey, Washington, DC.
Southard, J. B., and Boguchwal, L. A. (1990). “Bed configuration in steady unidirectional water flows—Part 2: Synthesis of flume data.” J. Sediment. Res., 60(5), 658–679.
te Slaa, S., van Maren, D. S., He, Q., and Winterwerp, J. C. (2015). “Hindered settling of silt.” J. Hydraul. Eng., 04015020.
van Rijn, L. C. (1984). “Sediment transport—Part I: Bed load transport.” J. Hydraul. Eng., 1431–1456.
van Rijn, L. C. (2007). “Unified view of sediment transport by currents and waves. I: Initiation of motion, bed roughness, and bed-load transport.” J. Hydraul. Eng., 649–667.
Walder, J. (2015). “Dimensionless erosion laws for cohesive sediment.” J. Hydraul. Eng., 04015047.
Zhang, D., Yang, X., Rozier, O., and Narteau, C. (2014). “Mean sediment residence time in barchan dunes.” J. Geophys. Res. Earth Surf., 119(3), 451–463.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 142Issue 12December 2016

History

Received: Sep 7, 2015
Accepted: May 24, 2016
Published online: Aug 3, 2016
Published in print: Dec 1, 2016
Discussion open until: Jan 3, 2017

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Authors

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Ph.D. Student, Technical Univ. of Catalonia-BarcelonaTech, c/Jordi Girona 1, D1-204, Barcelona, 08034 Catalonia, Spain (corresponding author). E-mail: [email protected]
J. P. Martín-Vide
Professor, Technical Univ. of Catalonia-BarcelonaTech, Barcelona, 08034 Catalonia, Spain.
F. Colombo
Professor, SIMGEO UB-CSIC, Dept. d’Estratigrafia, Paleontologia i Geociències Marines, Univ. de Barcelona, Barcelona, 08028 Catalonia, Spain.

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