Abstract

Dredging is the relocation of soil. Before the soil can be transported, it has to be loosened. This can be done hydraulically (jetting) or mechanically (cutting). Often, water jets are used to erode the soil layer. Over time, pickup functions have been derived to predict the amount of erosion corresponding to the flow conditions. However, existing pickup functions are inaccurate at high flow velocities. During the current study, erosion experiments have been done at high flow velocities (up to 4.7  m/s) corresponding to a bed shear stress of up to 60 Pa and a Shields parameter (θ) of up to 30. The results of these experiments were compared with a number of well-known data sets and pickup functions.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

This study was commissioned by Boskalis, one of the largest dredging contractors in the world. All tests were executed in the hydro-laboratory of Boskalis in Papendrecht as part of the master’s thesis of Heijmeijer (2019) at the Delft University of Technology.

References

Bear, J. 1972. Dynamics of fluids in porous media. New York: Elsevier.
Bisschop, F. 1993. “Erosieproeven op zand met variatie in doorlatendheid.” Combinatie Speurwerk Baggertechniek 510 (J714).
Bisschop, F. 2018. “Erosion of sand at high flow velocities.” Ph.D. thesis, Dredging Engineering, Delft Univ. of Technology.
Cheng, N. 2016. “Comparison of sediment-pick-up rates over plane bed and dunes.” J. Hydraul. Eng. 142 (12): 04016057. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001204.
Colebrook, C. F. 1939. “Turbulent flow in pipes, with particular reference to the transition region between the smooth and rough pipe laws.” J. Inst. Civ. Eng. 11 (4): 133–156. https://doi.org/10.1680/ijoti.1939.13150.
Dey, S. 2014. Fluvial hydrodynamics. Berlin: Springer.
Dey, S., and U. C. Zanke. 2004. “Sediment threshold with upward seepage.” J. Eng. Mech. 130 (9): 1118–1123. https://doi.org/10.1061/(ASCE)0733-9399(2004)130:9(1118).
Ferguson, R., and M. Church. 2004. “A simple universal equation for grain settling velocity.” J. Sediment. Res. 74 (6): 933–937. https://doi.org/10.1306/051204740933.
Fernandez Luque, R. 1974. “Erosion and transport of bed-load sediment.” Ph.D. thesis, Dept. of Hydraulic Engineering, Delft Univ. of Technology.
Gao, P. 2008. “Transition between two bed-load transport regimes: Saltation and sheet flow.” J. Hydraul. Eng. 134 (3): 340–349. https://doi.org/10.1061/(ASCE)0733-9429(2008)134:3(340).
Greimann, B. P., M. Muste, and F. M. Holly Jr. 1999. “Two-phase formulation of suspended sediment transport.” J. Hydraul. Res. 37 (4): 479–500. https://doi.org/10.1080/00221686.1999.9628264.
Heijmeijer, O. A. 2019. “High velocity sand erosion.” M.Sc. thesis, Dredging Engineering, Delft Univ. of Technology.
Liu, X., and Y. Chiew. 2012. “Effect of seepage on initiation of cohesionless sediment transport.” Acta Geophys. 60 (6): 1778–1796. https://doi.org/10.2478/s11600-012-0043-7.
Lu, X., P. Cui, K. Hu, and X. Zhang. 2010. “Initiation and development of water film by seepage.” J. Mountain Sci. 7 (4): 361–366. https://doi.org/10.1007/s11629-010-2052-9.
McNeil, J., C. Taylor, and W. Lick. 1996. “Measurements of erosion of undisturbed bottom sediments with depth.” J. Hydraul. Eng. 122 (6): 316–324. https://doi.org/10.1061/(ASCE)0733-9429(1996)122:6(316).
Nobel, A. J., and C. van Rhee. 2017. “Erosion velocity of large grains subjected to a high uniform flow velocity.” J. Hydraul. Eng. 143 (12): 04017054. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001386.
Pugh, F. J., and K. C. Wilson. 1999. “Velocity and concentration distributions in sheet flow above plane beds.” J. Hydraul. Eng. 125 (2): 117–125. https://doi.org/10.1061/(ASCE)0733-9429(1999)125:2(117).
Roberts, J., R. Jepsen, D. Gotthard, and W. Lick. 1998. “Effects of particle size and bulk density on erosion of quartz particles.” J. Hydraul. Eng. 124 (12): 1261–1267. https://doi.org/10.1061/(ASCE)0733-9429(1998)124:12(1261).
Van Damme, M. 2021. “Detachment of dilatant soil due to high hydraulic shear stresses explained.” J. Hydraul. Res. 59 (1): 51–60. https://doi.org/10.1080/00221686.2020.1714758.
Van Rhee, C. 2010. “Sediment entrainment at high flow velocity.” J. Hydraul. Eng. 136 (9): 572–582. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000214.
Van Rhee, C., and A. Talmon. 2010. “Sedimentation and erosion of sediment at high solids concentration.” In Proc., 18th Int. Conf. of Hydrotransport. Rio de Janeiro, Brazil: Vereniging van Waterbouwers.
Van Rijn, L. C. 1984. “Sediment pick-up functions.” J. Hydraul. Eng. 110 (10): 1494–1502. https://doi.org/10.1061/(ASCE)0733-9429(1984)110:10(1494).
Van Rijn, L. C., R. Bisschop, and C. V. Rhee. 2019. “Modified sediment pick-up function.” J. Hydraul. Eng. 145 (1): 06018017. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001549.
Winterwerp, J. C., W. T. Bakker, D. R. Mastbergen, and H. van Rossum. 1992. “Hyperconcentrated sand-water mixture flows over erodible bed.” J. Hydraul. Eng. 118 (11): 1508–1525. https://doi.org/10.1061/(ASCE)0733-9429(1992)118:11(1508).

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 148Issue 5May 2022

History

Received: Jun 2, 2020
Accepted: Aug 3, 2021
Published online: Feb 26, 2022
Published in print: May 1, 2022
Discussion open until: Jul 26, 2022

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Authors

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Oliver A. Heijmeijer [email protected]
Junior Production Engineer, Boskalis, Dredging Dept., Rosmolenweg 20, 3356 LK, Papendrecht, Netherlands (corresponding author). Email: [email protected]
Senior Research Engineer, Boskalis, Corporate R&D, 3356 LK, Papendrecht, Netherlands. ORCID: https://orcid.org/0000-0001-8242-9350. Email: [email protected]
Geert Keetels, Ph.D. [email protected]
Assistant Professor, Dredging Dept. of Engineering, Delft Univ. of Technology, Mekelweg 2, 2628 CD Delft, Netherlands. Email: [email protected]
Cees van Rhee, Ph.D. [email protected]
Full Professor, Dredging Dept. of Engineering, Delft Univ. of Technology, Mekelweg 2, 2628 CD Delft, Netherlands. Email: [email protected]

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