Technical Papers
Nov 27, 2020

How Large Immobile Sediments in Gravel Bed Rivers Impact Sediment Transport and Bed Morphology

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Publication: Journal of Hydraulic Engineering
Volume 147, Issue 2

Abstract

A common approach used to mitigate riverbank erosion and maintain watercourse alignments has been through the application of riprap or larger, more stable particles to channel boundaries along reaches of interest. However, very often, these large particles become dislodged from their intended locations (failed erosion measures), becoming part of the bed material composition. In natural systems, large immobile sediments or boulders can also be found, which are often sourced from glacial erratics or colluvial inputs with different spacing and arrangements among them. In lower gradient gravel-bed channels, the impacts that large clasts may impart on river morphologies are uncertain and are studied in this paper. This paper utilizes laboratory experiments to evaluate the effects that varying spacing of large immobile particles in a gravel-bed channel have on sediment transport and bed morphology. The laboratory experiments consist of a series of test cases with a varying spacing of large immobile particles and one base case with no large immobile particles present. In each case, the flume bed was composed of a poorly sorted gravel mixture with a bimodal distribution of sand and gravel meant to be representative of a natural gravel-bed channel. The results of the test cases demonstrated that at a low spacing of large immobile particles, the transported material and the bed material both became coarser. At a medium spacing of large immobile particles, the bed material size and erosion reached a maximum, and the coarser bed material was transported at approximately the same rate as the finer material. Finally, at a high spacing of large immobile particles, the size of the transported material and bed material sizes were similar to that of the base case, and the sediment transport also had the strongest clockwise hysteresis trend, which ultimately led to a net erosion of the gravel-bed channel.

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Data Availability Statement

Some or all data, models, or code generated or used during the study are available from the corresponding author by request (experimental data).

Acknowledgments

Thanks are owed to the two reviewers, the associate editor and the editor, whose insightful, thoughtful, and helpful comments greatly improved the quality of the final paper. Special thanks are extended to Prof. Anton J. Schleiss for providing laboratory resources to conduct these experiments. This project was supported by funding from the Natural Sciences and Engineering Research Council Industrial Postgraduate Scholarships (NSERC IPS) of Canada (McKie), by the H2020-MSCA-IF-2018 program (Marie Sklodowska-Curie Actions) of the European Union under Research Executive Agency (REA) Grant Agreement No. 834329-SEDILAND (Juez), and by Water Regime Investigations and Simulations Ltd., JTB Environmental Systems Inc., and R&M Construction (Plumb).

References

Aristide Lenzi, M., L. Mao, and F. Comiti. 2006. “When does bedload transport begin in steep boulder-bed streams?” Hydrol. Process. 20 (16): 3517–3533. https://doi.org/10.1002/hyp.6168.
Ashworth, P. J., and R. I. Ferguson. 1989. “Size selective entrainment of bed load in gravel bed streams.” Water Resour. Res. 25 (4): 627–634. https://doi.org/10.1029/WR025i004p00627.
Blodgett, J., and C. McConaughy. 1986. Rock riprap design for protection of stream channel near highway structures: Volume 2—Evaluation of riprap design procedures.. Reston, VA: USGS.
Brayshaw, A. C., L. E. Frostick, and I. Reid. 1983. “The hydrodynamics of particle clusters and sediment entrapment in coarse alluvial channels.” Sedimentology 30 (1): 137–143. https://doi.org/10.1111/j.1365-3091.1983.tb00656.x.
Church, M., and M. A. Hassan. 2002. “Mobility of bed material in Harris Creek.” Water Resour. Res. 38 (11): 19-1–19-12. https://doi.org/10.1029/2001WR000753.
Church, M., M. A. Hassan, and J. F. Wolcott. 1998. “Stabilizing self-organized structures in gravel-bed stream channels: Field and experimental observations.” Water Resour. Res. 34 (11): 3169–3179. https://doi.org/10.1029/98WR00484.
Dermisis, D., and T. Papanicolau. 2014. “The effects of protruding rock boulders in regulating sediment intrusion within the hyporheic zone of mountain streams.” J. Mt. Sci. 11 (6): 1466–1477. https://doi.org/10.1007/s11629-014-3054-9.
Detert, M., and V. Weitbrecht. 2013. “User guide to gravelometric image analysis by BASEGRAIN.” In Advances in river sediment research, edited by S. Fukuoka, H. Nakagawa, T. Sumi, and H. Zhang. London: Taylor & Francis.
Egiazaroff, I. V. 1965. “Calculation of nonuniform sediment concentrations.” J. Hydraul. Div. 91 (4): 225–247.
Ghilardi, T., M. J. Franca, and A. J. Schleiss. 2014a. “Bed load fluctuations in a steep channel.” Water Resour. Res. 50 (8): 6557–6576. https://doi.org/10.1002/2013WR014449.
Ghilardi, T., M. J. Franca, and A. J. Schleiss. 2014b. “Period and amplitude of bedload pulses in a macro-rough channel.” Geomorphology 221 (Sep): 95–103. https://doi.org/10.1016/j.geomorph.2014.06.006.
Hassan, M. A., and M. Church. 2000. “Experiments on surface structure and partial sediment transport on a gravel bed.” Water Resour. Res. 36 (7): 1885–1895. https://doi.org/10.1029/2000WR900055.
Hassan, M. A., and I. Reid. 1990. “The influence of microform bed roughness elements on flow and sediment transport in gravel bed rivers.” Earth Surf. Processes Landforms 15 (8): 739–750. https://doi.org/10.1002/esp.3290150807.
Iowa Department of Natural Resources. 2006. How to control streambank erosion. Des Moines, IA: Iowa Dept. of Natural Resources.
Jafarnejad, M., M. J. Franca, M. Pfister, and A. J. Schleiss. 2019. “Effect of a second layer on the time to failure of compressed riprap as mountain riverbank protection.” J. Hydraul. Res. 57 (4): 573–578. https://doi.org/10.1080/00221686.2018.1494048.
Juez, C., M. Marwan, and M. J. Franca. 2018. “The origin of fine sediment determines the observations of suspended sediment fluxes under unsteady flow conditions.” Water Resour. Res. 54 (8): 5654–5669. https://doi.org/10.1029/2018WR022982.
Julien, P. Y. 2002. River mechanics. Cambridge, UK: Cambridge University Press.
Mao, L. 2012. “The effect of hydrographs on bed load transport and bed sediment spatial arrangement.” J. Geophys. Res. 117: F03024. https://doi.org/10.1029/2012JF002428.
Monsalve, A., and E. M. Yager. 2017. “Bed surface adjustments to spatially variable flow in low relative submergence regimes.” Water Resour. Res. 53 (11): 9350–9367. https://doi.org/10.1002/2017WR020845.
Monsalve, A., E. M. Yager, and M. W. Schmeeckle. 2017. “Effects of bed forms and large protruding grains on near-bed flow hydraulics in low relative submergence conditions.” J. Geophys. Res. Earth Surf. 122 (10): 1845–1866. https://doi.org/10.1002/2016JF004152.
Nitsche, M., D. Rickenmann, J. M. Turowski, A. Badoux, and J. W. Kirchner. 2011. “Evaluation of bedload transport predictions using flow resistance equations to account for macro-roughness in steep mountain streams.” Water Resour. Res. 47: W08513. https://doi.org/10.1029/2011WR010645.
Odgaard, A. J. 2015. “River channel stabilization with submerged vanes.” In Advances in water resources engineering, 107–136. Cham, Switzerland: Springer.
Orrú, C., A. Blom, and W. S. J. Uijttewaal. 2016. “Armor breakup and reformation in a degradational laboratory experiment.” Earth Surf. Dyn. 4 (2): 461–470. https://doi.org/10.5194/esurf-4-461-2016.
Papanicolaou, A. N., G. T. Achilleas, M. A. Wyssmann, and C. M. Kramer. 2018. “Boulder array effects on bedload pulses and depositional patches.” J. Geophys. Res. 123 (11): 2925–2953. https://doi.org/10.1029/2018JF004753.
Parker, G. 1990. “Surface-based bedload transport relation for gravel rivers.” J. Hydraul. Res. 28 (4): 417–436. https://doi.org/10.1080/00221689009499058.
Parker, G., P. Klingeman, and D. McLean. 1983. “Bedload and size distribution in paved gravel-bed streams.” J. Hydraul. Eng. 109 (5): 793. https://doi.org/10.1061/(ASCE)0733-9429(1983)109:5(793).
Plumb, B. 2017. “Impacts of hydromodification and sediment supply alterations on bedload transport and bed morphology in urbanizing gravel-bed rivers.” Ph.D. thesis, Dept. of Civil and Environmental Engineering, Univ. of Waterloo.
Plumb, B., W. Annable, C. Juez, C. W. McKie, and M. Franca. 2020. “The impact of hydrograph variability and frequency on sediment transport dynamics in a gravel-bed flume.” Earth Surf. Processes Landforms 45 (4): 816–830. https://doi.org/10.1002/esp.4770.
Stähly, S., H. Friedrich, and M. Detert. 2017. “Size ratio of fluvial grains’ intermediate axes assessed by image processing and square-hole sieving.” J. Hydraul. Eng. 143 (6): 06017005. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001286.
Strom, K., A. N. Papanicolaou, N. Evangelopoulos, and M. Odeh. 2004. “Microforms in gravel bed rivers: Formation, disintegration, and effects on bedload transport.” J. Hydraul. Eng. 130 (6): 554–567. https://doi.org/10.1061/(ASCE)0733-9429(2004)130:6(554).
Sutton, H. 2008. Shoreline erosion control failures and how to avoid them. Springfield, IL: Illinois Lake Management Association and Lake Rip Rap.
Tan, L., and J. C. Curran. 2012. “Comparison of turbulent flows over clusters of varying density.” J. Hydraul. Eng. 138 (12): 1031–1044. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000635.
Tritico, H. M., and R. H. Hotchkiss. 2005. “Unobstructed and obstructed turbulent flow in gravel bed rivers.” J. Hydraul. Eng. 131 (8): 635–645. https://doi.org/10.1061/(ASCE)0733-9429(2005)131:8(635).
van Dijk, W. M., R. Teske, W. I. van de Lageweg, and M. G. Kleinhans. 2013. “Effects of vegetation distribution on experimental river channel dynamics.” Water Resour. Res. 49 (11): 7558–7574. https://doi.org/10.1002/2013WR013574.
Vermont Department of Environmental Conservation. 2013. Resloping, rock toe and rip rap, Bank stabilization. Montpelier, VT: Vermont Dept. of Environmental Conservation.
Waters, K. A., and J. C. Curran. 2015. “Linking bed morphology changes of two sediment mixtures to sediment transport predictions in unsteady flows.” Water Resour. Res. 51 (4): 2724–2741. https://doi.org/10.1002/2014WR016083.
Wilcock, P. R., and J. C. Crowe. 2003. “Surface-based transport model for mixed-size sediment.” J. Hydraul. Eng. 129 (2): 120–128. https://doi.org/10.1061/(ASCE)0733-9429(2003)129:2(120).
Wilcock, P. R., and B. W. McArdell. 1997. “Partial transport of a sand/gravel sediment.” Water Resour. Res. 33 (1): 235–245. https://doi.org/10.1029/96WR02672.
Wilcock, P. R., and J. B. Southard. 1988. “Experimental study of incipient motion in mixed-size sediment.” Water Resour. Res. 24 (7): 1137–1151. https://doi.org/10.1029/WR024i007p01137.
Williams, G. P. 1989. “Sediment concentration versus water discharge during single hydrologic events in rivers.” J. Hydrol. 111 (1–4): 89–106. https://doi.org/10.1016/0022-1694(89)90254-0.
Wong, M., and G. Parker. 2006. “Reanalysis and correction of bed-load relation of meyer-peter and muller using their own database.” J. Hydraul. Eng. 132 (11): 1159–1168. https://doi.org/10.1061/(ASCE)0733-9429(2006)132:11(1159).
Wu, W., S. S. Wang, and Y. Jia. 2000. “Nonuniform sediment transport in alluvial rivers.” J. Hydraul. Res. 38 (6): 427–434. https://doi.org/10.1080/00221680009498296.
Yager, E. M., J. W. Kirchner, and W. E. Dietrich. 2007. “Calculating bed load transport in steep boulder bed channels.” Water Resour. Res. 43 (7): W07418. https://doi.org/10.1029/2006WR005432.
Yager, E. M., and M. W. Schmeeckle. 2013. “The influence of vegetation on turbulence and bed load transport.” J. Geophys. Res. Earth Surf. 118 (3): 1585–1601. https://doi.org/10.1002/jgrf.20085.
Yager, E. M., J. M. Turowski, D. Rickenmann, and B. W. McArdell. 2012. “Sediment supply, grain protrusion, and bedload transport in mountain streams.” Geophys. Res. Lett. 39 (10): W07418. https://doi.org/10.1029/2012GL051654.

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Journal of Hydraulic Engineering
Volume 147Issue 2February 2021

History

Received: Jan 8, 2020
Accepted: Aug 28, 2020
Published online: Nov 27, 2020
Published in print: Feb 1, 2021
Discussion open until: Apr 27, 2021

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C. W. McKie [email protected]
Researcher, Dept. of Civil and Environmental Engineering, Univ. of Waterloo, 200 University Ave. West, Waterloo, ON, Canada N2L 3G1. Email: [email protected]
Researcher, École Polytechnique Fédérale de Lausanne, Route Cantonale, Lausanne 1015, Switzerland; Researcher, Dept. of Geoenvironmental Processes, Instituto Pirenaico de Ecología, Consejo Superior de Investigaciones Científicas, Campus de Aula Dei, Avenida Montañana 1005, Zaragoza 50059, Spain (corresponding author). ORCID: https://orcid.org/0000-0002-2985-1023. Email: [email protected]
B. D. Plumb [email protected]
Researcher, Dept. of Civil and Environmental Engineering, Univ. of Waterloo, 200 University Ave. West, Waterloo, ON, Canada N2L 3G1. Email: [email protected]
W. K. Annable [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Waterloo, 200 University Ave. West, Waterloo, ON, Canada N2L 3G1. Email: [email protected]
M. J. Franca [email protected]
Professor, Dept. of Hydraulic Engineering, IHE-Delft Institute for Water Education, Westvest 7, Delft 2611 AX, Netherlands; Professor, Dept. of Hydraulic Engineering, Delft Univ. of Technology, Mekelweg 5, Delft 2628 CD, Netherlands. Email: [email protected]

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