Technical Papers
Feb 13, 2020

Field Measurement of the Probability of Coarse-Grained Sediment Entrainment in Natural Rivers

Publication: Journal of Hydraulic Engineering
Volume 146, Issue 4

Abstract

This study takes advantage of recent advances in field-based sediment motion monitoring to report direct field measurements of the bedload pick-up, or entrainment, function in natural gravel-bed channels. Bedload sediment tracers with radio frequency identification (RFID) tags were placed upstream of five run-of-river dams that locally change the energy grade slope of the river, allowing for the initiation of tracer motion to be investigated across a range of slopes, flow depths, and surrounding bed grain sizes. Results based on transect-averaged shear stresses differ from those based on location-dependent shear stresses determined using a two-dimensional (2D) flow model. Using 2D shear stresses, the results show that as the tracer size decreases below the median size of the surrounding particles on the bed, both the mean and standard deviation of the Shields value for mobilization increase, reflecting the impact of both hiding and protrusion effects. The increase in the average Shields value for mobilization with decreasing relative grain size is consistent with the predictions of proposed hiding functions. As the relative tracer size increases, the entrainment of the tracers approaches that predicted by the model of Einstein (1950), which ignores intergranular bed geometry effects.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

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

Acknowledgments

This work was partially supported by a Geological Society of America Graduate Student Research Grant, US National Science Foundation grant BCS-1626414, and from the Dartmouth College Neukom Institute for Computational Science as well as a Dartmouth College Provost Seed grant.

References

Andrews, E. D. 1983. “Entrainment of gravel from naturally sorted riverbed material.” Geol. Soc. Am. Bull. 94 (10): 1225–1231. https://doi.org/10.1130/0016-7606(1983)94%3C1225:EOGFNS%3E2.0.CO;2.
Baker, V. R., and D. F. Ritter. 1975. “Competence of rivers to transport coarse bedload material.” Geol. Soc. Am. Bull. 86 (7): 975–978. https://doi.org/10.1130/0016-7606(1975)86%3C975:CORTTC%3E2.0.CO;2.
Bose, S. K., and S. Dey. 2013. “Sediment entrainment probability and threshold of sediment suspension: Exponential-based approach.” J. Hydraul. Eng. 139 (10): 1099–1106. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000763.
Brunner, G. W. 2016. HEC-RAS, river analysis system hydraulic reference manual. Davis, CA: US Army Corps of Engineers.
Buffington, J. M., and D. R. Montgomery. 1997. “A systematic analysis of eight decades of incipient motion studies, with special reference to gravel-bedded rivers.” Water Resour. Res. 33 (8): 1993–2029. https://doi.org/10.1029/96WR03190.
Bunte, K., S. R. Abt, K. W. Swingle, D. A. Cenderelli, and J. M. Schneider. 2013. “Critical Shields values in coarse-bedded steep streams.” Water Resour. Res. 49 (11): 7427–7447. https://doi.org/10.1002/2012WR012672.
Chapuis, M., S. Dufour, M. Provansal, B. Couvert, and M. de Linares. 2015. “Coupling channel evolution monitoring and RFID tracking in a large, wandering, gravel-bed river: Insights into sediment routing on geomorphic continuity through a riffle-pool sequence.” Geomorphology 231 (Feb): 258–269. https://doi.org/10.1016/j.geomorph.2014.12.013.
Cheng, N. S., A. W. K. Law, and S. Y. Lim. 2003. “Probability distribution of bed particle instability.” Adv. Water Resour. 26 (4): 427–433. https://doi.org/10.1016/S0309-1708(02)00184-7.
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.
Einstein, H. A. 1950. The bed load function for sediment transportation in open channel flows. Washington, DC: US Dept. of Agriculture.
Elhakeem, M., A. N. T. Papanicolaou, and A. G. Tsakiris. 2017. “A probabilistic model for sediment entrainment: The role of bed irregularity.” Int. J. Sediment Res. 32 (2): 137–148. https://doi.org/10.1016/j.ijsrc.2016.11.001.
Fenton, J. D., and J. E. Abbott. 1977. “Initial movement of grains on a stream bed: The effect of relative protrusion.” Proc. R. Soc. A 352 (1671): 523–537. https://doi.org/10.1098/rspa.1977.0014.
Gessler, J. 1971. “Beginning and ceasing of sediment motion.” In River mechanics, edited by H. W. Shen. Fort Collins, CO: H. W. Shen.
Grass, A. J. 1970. “Initial instability of fine bed sand.” J. Hydraul. Div. Am. Soc. Civ. Eng. 96 (3): 619–632.
Grass, A. J. 1983. “The influence of boundary layer turbulence on the mechanics of sediment transport.” In Mechanics of sediment transport, edited by B. M. Sumer and A. Muller, 3–17. Rotterdam, Netherlands: Balkema.
Guy, H. P., D. B. Simons, and E. V. Richardson. 1966. Summary of alluvial channel data from flume experiments, 1956–61. Washington, DC: USGS.
Haschenburger, J. K., and P. R. Wilcock. 2003. “Partial transport in a natural gravel bed channel.” Water Resour. Res. 39 (1): 1–9. https://doi.org/10.1029/2002WR001532.
Hassan, M. A., M. Church, and P. J. Ashworth. 1992. “Virtual rate and mean distance of travel of individual clasts in gravel-bed channels.” Earth Surf. Processes Landforms 17 (6): 617–627. https://doi.org/10.1002/esp.3290170607.
Houbrechts, G., Y. Levecq, A. Peeters, E. Hallot, J. Van Campenhout, A. C. Denis, and F. Petit. 2015. “Evaluation of long-term bedload virtual velocity in gravel-bed rivers (Ardenne, Belgium).” Geomorphology 251 (Dec): 6–19. https://doi.org/10.1016/j.geomorph.2015.05.012.
Jain, S. C. 1992. “Note on lag in bedload discharge.” J. Hydraul. Eng. 118 (6): 904–917. https://doi.org/10.1061/(ASCE)0733-9429(1992)118:6(904).
Kirchner, J. W., W. E. Dietrich, F. Iseya, and H. Ikeda. 1990. “The variability of critical shear-stress, friction angle, and grain protrusion in water-worked sediments.” Sedimentology 37 (4): 647–672. https://doi.org/10.1111/j.1365-3091.1990.tb00627.x.
Komar, P. D. 1996. “Entrainment of sediments from deposits of mixed grain sizes and densities.” In Advances in fluvial dynamics and stratigraphy, edited by P. A. Carling and M. R. Dawson, 127–181. New York: Wiley.
Lamarre, H., B. MacVicar, and A. G. Roy. 2005. “Using passive integrated transponder (PIT) tags to investigate sediment transport in gravel-bed rivers.” J. Sediment. Res. 75 (4): 736–741. https://doi.org/10.2110/jsr.2005.059.
Lamarre, H., and A. G. Roy. 2008. “The role of morphology on the displacement of particles in a step-pool river system.” Geomorphology 99 (1–4): 270–279. https://doi.org/10.1016/j.geomorph.2007.11.005.
Lamb, M. P., W. E. Dietrich, and J. G. Venditti. 2008. “Is the critical Shields stress for incipient sediment motion dependent on channel-bed slope?” J. Geophys. Res. Earth Surf. 113 (F2): 1–20. https://doi.org/10.1029/2007JF000831.
Li, J.-D., J. Sun, and B. Lin. 2018. “Bed-load transport rate based on the entrainment probabilities of sediment grains by rolling and lifting.” Int. J. Sediment Res. 33 (2): 126–136. https://doi.org/10.1016/j.ijsrc.2017.12.005.
Liebault, F., H. Bellot, M. Chapuis, S. Klotz, and M. Deschatres. 2012. “Bedload tracing in a high-sediment-load mountain stream.” Earth Surf. Processes Landforms 37 (4): 385–399. https://doi.org/10.1002/esp.2245.
Limerinos, J. T. 1970. Determination of the Manning coefficient from measured bed roughness in natural channels. Washington, DC: USGS.
Luque, R. F. 1974. “Erosion and transport of bed load sedment.” Ph.D. thesis, Dept. of Electrical Engineering, Delft Univ. of Technology.
MacVicar, B., M. Chapuis, E. Buckrell, and A. Roy. 2015. “Assessing the performance of in- stream restoration projects using radio frequency identification (RFID) transponders.” Water 7 (10): 5566–5591. https://doi.org/10.3390/w7105566.
Mao, L., L. Picco, M. A. Lenzi, and N. Surian. 2017. “Bed material transport estimate in large gravel-bed rivers using the virtual velocity approach.” Earth Surf. Processes Landforms 42 (4): 595–611. https://doi.org/10.1002/esp.4000.
Mao, L., and N. Surian. 2010. “Observations on sediment mobility in a large gravel-bed river.” Geomorphology 114 (3): 326–337. https://doi.org/10.1016/j.geomorph.2009.07.015.
Mueller, E. R., J. Pitlick, and J. M. Nelson. 2005. “Variation in the reference Shields stress for bed load transport in gravel-bed streams and rivers.” Water Resour. Res. 41 (4): 1–10. https://doi.org/10.1029/2004WR003692.
Nichols, M. H. 2004. “A radio frequency identification system for monitoring coarse sediment particle displacement.” Appl. Eng. Agric. 20 (6): 783–787. https://doi.org/10.13031/2013.17727.
Olinde, L., and J. P. L. Johnson. 2015. “Using RFID and accelerometer-embedded tracers to measure probabilities of bed load transport, step lengths, and rest times in a mountain stream.” Water Resour. Res. 51 (9): 7572–7589. https://doi.org/10.1002/2014WR016120.
Paintal, A. S. 1971. “Concept of critical shear stress in loose boundary open channels.” J. Hydraul. Res. 9 (1): 91–113. https://doi.org/10.1080/00221687109500339.
Papanicolaou, A. N. 1999. “Discussion of ‘Pickup probability for sediment entrainment’.” J. Hydraul. Eng. 125 (7): 786–789. https://doi.org/10.1061/(ASCE)0733-9429(1999)125:7(789.x).
Papanicolaou, A. N., P. Diplas, C. L. Dancey, and M. Balakrishnan. 2001. “Surface roughness effects in near-bed turbulence: Implications to sediment entrainment.” J. Eng. Mech. 127 (3): 211–218. https://doi.org/10.1061/(ASCE)0733-9399(2001)127:3(211).
Parker, G., and P. C. Klingeman. 1982. “On why gravel bed streams are paved.” Water Resour. Res. 18 (5): 1409–1423. https://doi.org/10.1029/WR018i005p01409.
Parker, G., P. C. Klingeman, and D. G. McLean. 1982. “Bedload and size distribution in paved gravel-bed streams.” J. Hydraul. Div. 108 (4): 544–571.
Parker, G., and C. M. Toro-Escobar. 2002. “Equal mobility of gravel in streams: The remains of the day.” Water Resour. Res. 38 (11): 1–8. https://doi.org/10.1029/2001WR000669.
Petit, F. 1994. “Dimensionless critical shear stress evaluation from flume experiments using different gravel beds.” Earth Surf. Processes Landforms 19 (6): 565–576. https://doi.org/10.1002/esp.3290190608.
Petit, F., F. Gob, G. Houbrechts, and A. A. Assani. 2005. “Critical specific stream power in gravel-bed rivers.” Geomorphology 69 (1–4): 92–101. https://doi.org/10.1016/j.geomorph.2004.12.004.
Shields, A. 1936. “Anwendung der Aehnlichkeitsmechanik und der Turbulenzforschung auf die Geschiebebewegung.” Ph.D. thesis, der Preussische Versuchsanstalt fürWasserbau und Schiffbau.
Tsakiris, A. G., A. N. Papanicolaou, I. V. Moustakidis, and B. K. Abban. 2015. “Identification of the burial depth of radio frequency identification transponders in riverine applications.” J. Hydraul. Eng. 141 (6): 04015007. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001001.
Wang, X. K., J. Zheng, D. X. Li, and Z. S. Qu. 2008. “Modification of the Einstein bed-load formula.” J. Hydraul. Eng. 134 (9): 1363–1369. https://doi.org/10.1061/(ASCE)0733-9429(2008)134:9(1363).
Wilcock, P. R. 1988. “Methods for estimating the critical shear stress of individual fractions in mixed-sized sediment.” Water Resour. Res. 24 (7): 1127–1135. https://doi.org/10.1029/WR024i007p01127.
Wilcock, P. R., S. T. Kenworthy, and J. C. Crowe. 2001. “Experimental study of the transport of mixed sand and gravel.” Water Resour. Res. 37 (12): 3349–3358. https://doi.org/10.1029/2001WR000683.
Wilcock, P. R., and B. W. McArdell. 1993. “Surface-based fractional transport rates–mobilization thresholds and partial transport of a sand-gravel sediment.” Water Resour. Res. 29 (4): 1297–1312. https://doi.org/10.1029/92WR02748.
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.
Wohl, E. E., D. J. Anthony, S. W. Madsen, and D. M. Thompson. 1996. “A comparison of surface sampling methods for coarse fluvial sediments.” Water Resour. Res. 32 (10): 3219–3226. https://doi.org/10.1029/96WR01527.
Wolman, M. G. 1954. “A method of sampling coarse river-bed material.” Trans. Amer. Geophy. Union 35 (6): 951–956. https://doi.org/10.1029/TR035i006p00951.
Wu, F. C., and Y. J. Chou. 2003. “Rolling and lifting probabilities for sediment entrainment.” J. Hydraul. Eng. 129 (2): 110–119. https://doi.org/10.1061/(ASCE)0733-9429(2003)129:2(110).
Wu, F. C., and Y. C. Lin. 2002. “Pickup probability of sediment under log-normal velocity distribution.” J. Hydraul. Eng. 128 (4): 438–442. https://doi.org/10.1061/(ASCE)0733-9429(2002)128:4(438).
Wu, W. M., S. S. Y. Wang, and Y. F. Jia. 2000. “Nonuniform sediment transport in alluvial rivers.” J. Hydraul. Res. 38 (6): 427–434. https://doi.org/10.1080/00221680009498296.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 146Issue 4April 2020

History

Received: Aug 6, 2018
Accepted: Jul 22, 2019
Published online: Feb 13, 2020
Published in print: Apr 1, 2020
Discussion open until: Jul 13, 2020

Permissions

Request permissions for this article.

Authors

Affiliations

Maura O. Roberts [email protected]
Graduate Student, Dept. of Earth Sciences, Dartmouth College, Hanover, NH 03755. Email: [email protected]
Carl E. Renshaw [email protected]
Professor, Thayer School of Engineering and Dept. of Earth Sciences, Dartmouth College, Hanover, NH 03755 (corresponding author). Email: [email protected]
Francis J. Magilligan [email protected]
Professor, Dept. of Geography, Dartmouth College, Hanover, NH 03755. Email: [email protected]
W. Brian Dade [email protected]
Emeritus Professor, Dept. of Earth Sciences, Dartmouth College, Hanover, NH 03755. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share