Technical Papers
Feb 6, 2017

Continuous Monitoring of Bed-Load Transport in a Laboratory Flume Using an Impact Sensor

Publication: Journal of Hydraulic Engineering
Volume 143, Issue 6

Abstract

Bed-load transport rate in gravel-bed rivers shows large non-Gaussian fluctuations, even under steady flow conditions. The development of high-resolution measurement techniques during the last two decades creates research opportunities to study the intermittent character of bed-load transport and the significance of its fluctuations. In this paper, the use of an impact plate as an alternative to video-based technology for laboratory applications is investigated. The objective is to develop a simple and robust technology that can be run continuously over several hours. The impact plate is mounted vertically at the flume outlet. This is a novel nonintrusive configuration, which reduces the uncertainties in the particle transport rate measurement compared with the classical configuration: in that configuration, the impact plate is indeed parallel to the bed and the vibrations recorded by the sensor depend a great deal on the features of particle motion (e.g., the mode of transport, the angle of impact, and the particle velocity). Two key variables were monitored in different flume experiments: the number of moving particles and the bed-load transport rate. They were measured using the vertical plate sensor and image processing. The impact plate and the camera were found to reach the same level of accuracy. The vertical impact plate can therefore be an efficient measurement technique, which requires reduced costs and computational resources.

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Acknowledgments

The authors acknowledge the support of the Swiss National Science Foundation (Grant 200021_129538 for a project called “The Stochastic Torrent: Stochastic Model for Bed Load Transport on Steep Slope”). They also thank the editorial board and two anonymous reviewers for the constructive comments that helped improve the initial manuscript.

References

Ancey, C. (2010). “Stochastic modeling in sediment dynamics: Exner equation for planar bed incipient bed load transport conditions.” J. Geophys. Res.: Earth Surf., 115(F2), F00A11.
Ancey, C., Bohorquez, P., and Bardou, E. (2014). “Sediment transport in mountain rivers.” ERCOFTAC Bulletin, 100, 37–52.
Ancey, C., Davison, A. C., Boehm, T., Jodeau, M., and Frey, P. (2008). “Entrainment and motion of coarse particles in a shallow water stream down a steep slope.” J. Fluid Mech., 595, 83–114.
Barrière, J., Krein, A., Oth, A., and Schenkluhn, R. (2015). “An advanced signal processing technique for deriving grain size information of bedload transport from impact plate vibration measurements.” Earth Surf. Processes Landforms, 40(7), 913–924.
Barry, J. J. (2004). “A general power equation for predicting bed load transport rates in gravel bed rivers.” Water Resour. Res., 40(10), W10401.
Benda, L., and Dunne, T. (1997). “Stochastic forcing of sediment supply to channel networks from landsliding and debris flow.” Water Resour. Res., 33(12), 2849–2863.
Beylich, A. A., and Laute, K. (2014). “Combining impact sensor field and laboratory flume measurements with other techniques for studying fluvial bedload transport in steep mountain streams.” Geomorphology, 218, 72–87.
Bombar, G., Elci, S., Tayfur, G., Guney, S., and Bor, A. (2011). “Experimental and numerical investigation of bed-load transport under unsteady flows.” J. Hydraul. Eng., 1276–1282.
Comiti, F., and Mao, L. (2012). Gravel-bed rivers: Processes, tools, environments, Wiley, Chichester, U.K., 351–377.
D’Agostino, V., and Lenzi, M. A. (1999). “Bedload transport in the instrumented catchment of the Rio Cordon. Part II: Analysis of the bedload rate.” CATENA, 36(3), 191–204.
Einstein, H. A. (1950). “The bed-load function for sediment transportation in open channel flows.”, U.S. Dept. of Agriculture, Washington, DC.
Ergenzinger, P (1988). “The nature of coarse material bed load transport.” Sediment Budgets: Proc., Symp. Held at Porto Alegre, M. P. Bordas and D. E. Walling, eds., Vol. 174, IAHS Press, Wallingford, U.K., 207–216.
Frey, P., Ducottet, C., and Jay, J. (2003). “Fluctuations of bed load solid discharge and grain size distribution on steep slopes with image analysis.” Exp. Fluids, 35(6), 589–597.
Geay, T. (2013). “Mesure acoustique passive du transport par charriage dans les rivières.” Ph.D. thesis, Université de Grenoble, Grenoble, France.
Gomez, B., and Church, M. (1989). “An assessment of bed load sediment transport formulae for gravel bed rivers.” Water Resour. Res., 25(6), 1161–1186.
Gomez, B., Naff, R. L., and Hubbell, D. W. (1989). “Temporal variations in bedload transport rates associated with the migration of bedforms.” Earth Surf. Processes Landforms, 14(2), 135–156.
Gray, J. R., Laronne, J. B., and Marr, J. D. (2010). “Bedload-surrogate monitoring technologies.”, U.S. Geological Survey Scientific Investigations, Reston, VA.
Hassan, M. A., Egozi, R., and Parker, G. (2006). “Experiments on the effect of hydrograph characteristics on vertical grain sorting in gravel bed rivers.” Water Resour. Res., 42(9), W09408.
Heyman, J., Ma, H. B., Mettra, F., and Ancey, C. (2014). “Spatial correlations in bed load transport: Evidence, importance, and modeling.” J. Geophys. Res.: Earth Surf., 119(8), 1751–1767.
Heyman, J., Mettra, F., Ma, H. B., and Ancey, C. (2013). “Statistics of bedload transport over steep slopes: Separation of time scales and collective motion.” Geophys. Res. Lett., 40(1), 128–133.
Iseya, F., and Ikeda, H. (1987). “Pulsations in bedload transport rates induced by a longitudinal sediment sorting: A flume study using sand and gravel mixtures.” Geografiska Annaler. Ser. A, Phys. Geogr., 69(1), 15–27.
Keshavarzy, A., and Ball, J. (1999). “An application of image processing in the study of sediment motion.” J. Hydraul. Res., 37(4), 559–576.
Lefort, P. (1991). Transport solide dans le lit des cours d’eau—Dynamique fluviale (lecture notes), Ecole Nationale Supérieure d’Hydraulique et de Mécanique de Grenoble, Grenoble, France.
Marr, J. D., Gray, J. R., Davis, B. E., Ellis, C., and Johnson, S. (2010). “Large-scale laboratory testing of bedload-monitoring technologies; overview of the StreamLab06 experiments.”, Bedload-surrogate monitoring technologies, U.S. Geological Survey Scientific Investigations, Reston, VA, 266–282.
Mettra, F. (2014). “Morphodynamic mechanisms in steep channels: From local processes to large-scale evolution.” Ph.D. thesis, École Polytechnique Fédérale de Lausanne, Lausanne, Switzerland.
Meyer-Peter, E., and Muller, R. (1948). Formulas for bed-load transport, International Association for Hydraulic Research, Stokholm, Sweden, 39–64.
Mizuyama, T., et al. (2010a). “Calibration of a passive acoustic bedload monitoring system in Japanese mountain rivers.”, U.S. Geological Survey Scientific Investigations, Reston, VA.
Mizuyama, T., Fujita, M., and Nonaka, M. (2003). “Measurement of bed load with the use of hydrophones in mountain torrents.” Erosion and sediment transport measurement in rivers: Technological and methodological advances, IAHS Press, Wallingford, U.K., 222–227.
Mizuyama, T., Oda, A., Laronne, J. B., Nonaka, M., and Matsuoka, M. (2010b). “Laboratory tests of a Japanese pipe geophone for continuous acoustic monitoring of coarse bedload.”, U.S. Geological Survey Scientific Investigations, Reston, VA.
Paintal, A. S. (1971). “A stochastic model of bed load transport.” J. Hydraul. Res., 9(4), 527–554.
Papanicolaou, A. N., Diplas, P., Balakrishnan, M., and Dancey, C. L. (1999). “Computer vision technique for tracking bed load movement.” J. Comput. Civ. Eng., 71–79.
Pecorari, C. (2013). “Characterizing particle flow by acoustic emission.” J. Nondestr. Eval., 32(1), 104–111.
Recking, A. (2012). “Influence of sediment supply on mountain streams bedload transport.” Geomorphology, 37(7), 774–789.
Recking, A., Frey, P., Paquier, A., and Belleudy, P. (2009). “An experimental investigation of mechanisms involved in bed load sheet production and migration.” J. Geophys. Res.: Earth Surf., 114(F3), F03010.
Recking, A., Frey, P., Paquier, A., Belleudy, P., and Champagne, J. Y. (2008). “Feedback between bed load transport and flow resistance in gravel and cobble bed rivers.” Water Resour. Res., 44(5), W05412.
Recking, A., Liébault, F., Peteuil, C., and Jolimet, T. (2012). “Testing bedload transport equations with consideration of time scales.” Earth Surf. Processes Landforms, 37(7), 774–789.
Rickenmann, D. (1990). “Bedload transport capacity of slurry flows at steep slopes.” Ph.D. thesis, ETH Zürich, Zürich, Switzerland.
Rickenmann, D. (2001). “Comparison of bed load transport in torrents and gravel bed streams.” Water Resour. Res., 37(12), 3295–3305.
Rickenmann, D., et al. (2014). “Bedload transport measurements with impact plate geophones: Comparison of sensor calibration in different gravel-bed streams.” Earth Surf. Processes Landforms, 39(7), 928–942.
Roarty, H. J., and Bruno, M. S. (2006). “Laboratory measurements of bed load sediment transport dynamics.” J. Waterway, Port, Coastal, Ocean Eng., 199–211.
Singh, A., Fienberg, K., Jerolmack, D. J., Marr, J., and Foufoula-Georgiou, E. (2009). “Experimental evidence for statistical scaling and intermittency in sediment transport rates.” J. Geophys. Res.: Earth Surf., 114(F1), F01025.
Smart, G. M., and Jaeggi, M. (1983). “Sediment transport on steep slopes.” Technical Rep.ETH Zürich, Zürich, Switzerland.
Tsakiris, A. G., Papanicolaou, A. T. N., and Lauth, T. J. (2014). “Signature of bedload particle transport mode in the acoustic signal of a geophone.” J. Hydraul. Res., 52(2), 185–204.
Turowski, J. M., and Rickenmann, D. (2011). “Measuring the statistics of bed-load transport using indirect sensors.” J. Hydraul. Eng., 116–121.
Wyss, C. R., Rickenmann, D., Fritschi, B., Turowski, J. M., Weitbrecht, V., and Boes, R. M. (2016). “Measuring bed load transport rates by grain-size fraction using the Swiss plate geophone signal at the Erlenbach.” J. Hydraul. Eng., .
Zimmermann, A. E., Church, M., and Hassan, M. A. (2008). “Video-based gravel transport measurements with a flume mounted light table.” Earth Surface Processes Landforms, 33(14), 2285–2296.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 143Issue 6June 2017

History

Received: Jul 25, 2016
Accepted: Oct 12, 2016
Published ahead of print: Feb 6, 2017
Published online: Feb 7, 2017
Published in print: Jun 1, 2017
Discussion open until: Jul 7, 2017

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Authors

Affiliations

Blaise Dhont [email protected]
Ph.D. Student, Environmental Hydraulics Laboratory, École Polytechnique Fédérale de Lausanne, 1015 Lausanne, Switzerland (corresponding author). E-mail: [email protected]
Gauthier Rousseau
Ph.D. Student, Environmental Hydraulics Laboratory, École Polytechnique Fédérale de Lausanne, 1015 Lausanne, Switzerland.
Christophe Ancey
Associate Professor, Environmental Hydraulics Laboratory, École Polytechnique Fédérale de Lausanne, 1015 Lausanne, Switzerland.

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