Abstract

Consequences are presented from flume experiments regarding bed scour at rock vanes and bendway weirs constructed of loose rock placed on sand bed channels. The experiments involved three flow discharges adjusted to replicate approximately the rising limb of a hydrograph and two bed-material sizes (a medium sand and a very coarse sand) subject to live-bed and clearwater scour. Observations show that these structures shortened due to rock dislodgement triggered by relatively modest contraction scour, which undermined the toe of the crest tip of these loose rock structures, causing the tips to become geotechnically unstable. Additionally, flow dislodgment of rock destabilized by tip slope failure further shortened the crest length of these structures and decreased tip slope. Displaced rock partially armored the scour zone and, thereby, affected scour depth and thalweg development. The experiments illustrated thalweg development as flow rate increased. Design dimensions are given for rock vanes and bendway weirs.

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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 funded by the Bureau of Reclamation under Agreement No. R14AC00045. The writers also thank Alisher N. Khazratov from Qarshi, Uzbekistan for his LSPIV work supporting the experiments, and the two reviewers of this manuscript.

References

Abad, J. D., B. L. Rhoads, İ. Güneralp, and M. H. García. 2008. “Flow structure at different stages in a meander-bend with bendway weirs.” J. Hydraul. Eng. 134 (8): 1052–1063. https://doi.org/10.1061/(ASCE)0733-9429(2008)134:8(1052).
ASCE. 2000. Hydraulic modeling: Concepts and practice. Reston, VA: ASCE.
ASCE. 2007. Sedimentation engineering: Processes, measurements, modeling, and practice. ASCE Manual of Practice 110. Reston, VA: ASCE.
ASCE. 2008. Sedimentation engineering: Processes, measurements, modeling, and practice. Reston, VA: ASCE.
Baird, D., L. Fotherby, C. Klumpp, and S. M. Sculock. 2015. Bank-stabilization design guidelines. Denver: Bureau of Reclamation.
Biedenharn, D. S., C. M. Elliott, and C. C. Watson. 1997. The WES stream investigation and streambank stabilization handbook. Vicksburg, MS: US Army Engineer Waterways Experiment Station.
Brown, S. A. 1985. Design of spur-type streambank stabilization structures. McLean, VA: Federal Highway Administration.
Chorley, R. J., S. A. Schumm, and D. E. Sugden. 1984. Geomorphology. Cambridge, UK: University Press.
CIRIA (Construction Industry Research and Information Association). 2007. The rock manual: The use of rock in hydraulic engineering. 2nd ed. London: Construction Industry Research and Information Association.
Cunningham, R. S., and D. A. Lyn. 2016. “Laboratory study of bendway weirs as a bank erosion countermeasure.” J. Hydraul. Eng. 142 (6): 04016004. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001117.
Derrick, D. L., T. J. Pokrefke, M. B. Boyd, J. P. Crutchfield, and R. R. Henderson. 1994. Design and development of bendway weirs for Dogtooth Bend Reach, Mississippi River. Vicksburg, MS: Army Corps of Engineers, Waterways Experiment Station.
Ettema, R., J. AuBuchon, N. Holste, D. Varyu, D. Baird, R. Padilla, A. Posner, and C. Thornton. 2020. “Large-flume tests on flow dislodgment of rocks forming bendway weirs.” J. Hydraul. Eng. 146 (4): 04020008. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001702.
Ettema, R., and C. I. Thornton. 2022. Bendway weirs and rock vanes for the Middle Rio Grande: Summary of findings. Fort Collins, CO: Colorado State Univ.
Ettema, R., C. T. Thornton, A. Wittmershaus, and A. Khazratov. 2022. Design of bendway weirs and rock vanes to accommodate livebed scour. Ft. Collins, CO: Colorado State Univ.
Fox, J. F., A. N. Papanicolaou, B. Hobbs, K. Cramer, and L. Kjos. 2005. “Fluid-sediment dynamics around a barb: An experimental case study of a hydraulic structure for the Pacific Northwest.” Can. J. Civ. Eng. 32 (5): 853–867. https://doi.org/10.1139/l05-033.
Gregory, K. J., ed. 1977. River channel changes. New York: Wiley.
HEC 23. 2009. Bridge scour and stream instability countermeasures experience, selection, and design guidance. 3rd ed. Washington, DC: Federal Highway Admin.
Jansen, P. P., L. Van Bendgom, J. Van Den Berg, M. De Vries, and A. Zanen. 1979. Principles of river engineering: The non-tidal river. London: Pitman.
Jia, Y., S. Scott, Y. Xu, and S. S. Y. Wang. 2009. “Numerical study of flow affected by bendway weirs in Victoria Bendway, the Mississippi River.” J. Hydraul. Eng. 135 (11): 902–916. https://doi.org/10.1061/(ASCE)0733-9429(2009)135:11(902).
Johnson, P. A., R. D. Hey, M. Tessier, and D. L. Rosgen. 2001. “Use of vanes for control of scour at vertical wall abutments.” J. Hydraul. Eng. 127 (9): 772–778. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001871.
Julien, P. Y. 2010. Erosion and sedimentation. 2nd ed. Cambridge, UK: Cambridge University Press.
Julien, P. Y., and J. R. Duncan. 2003. Optimal design criteria of bendway weirs from numerical simulations and physical model studies. Fort Collins, CO: Colorado State Univ.
Khosronejad, A., J. L. Kozarek, P. Diplas, C. Hill, R. Jha, P. Chatanantavet, N. Heydari, and F. Sotiropoulos. 2018. “Simulation-based optimization of in-stream structures design: Rock vanes.” Environ. Fluid Mech. 18 (3): 695–738. https://doi.org/10.1007/s10652-018-9579-7.
Lagasse, P. F., P. E. Clopper, J. E. Pagán-Ortiz, L. W. Zevenbergen, L. A. Arneson, J. D. Schall, and L. G. Girard. 2009. Bridge scour and stream instability countermeasures. Washington, DC: Federal Highway Administration.
Maddocks, P. 2021. “Livebed failure modes of bendway weirs and rock vanes in straight alluvial channels.” M.S. thesis, Dept. of Civil and Environmental Engineering, Colorado State Univ.
Maryland Department of the Environment. 2000. Maryland’s waterway construction guidelines. Baltimore: Water Management Administration.
Matsuura, T., and R. Townsend. 2004. “Stream-barb installations for narrow channel bends–A laboratory study.” Can. J. Civ. Eng. 31 (3): 478–486. https://doi.org/10.1139/l04-017.
McCullah, J. A., and D. Gray. 2005. Environmentally sensitive channel- and bank-protection measures. Washington, DC: Transportation Research Board, National Academies of Science.
Nordin, C. F., and J. P. Beverage. 1965. Sediment transport in the Rio Grande, New Mexico. Washington, DC: Geological Survey.
NRCS (Natural Resources Conservation Service). 2005. Design of stream barbs. Portland, OR: Natural Resources Conservation Service.
NRCS (Natural Resources Conservation Service). 2007. “Flow changing techniques.” In Part 65: National engineering handbook. Technical Supplement 14H. Washington, DC: NRCS.
NRCS (Natural Resources Conservation Service). 2009. “Streambank and shoreline protection.” Chap. 16 in Wisconsin supplement engineering field hand book. Washington, DC: NRCS.
NRCS (Natural Resources Conservation Service). 2010. Design of stream barbs for low gradient streams. Minneapolis: Natural Resources Conservation Service.
NRCS (Natural Resources Conservation Service). 2013. ENG-design of stream barbs. Salina, KS: Natural Resources Conservation Service.
Papanicolaou, A. N. T., F. Bressan, J. Fox, C. Kramer, and L. Kjos. 2018. “Role of structure submergence on scour evolution in gravel bed rivers: Application to slope-crested structures.” J. Hydraul. Eng. 144 (2): 03117008. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001411.
Pokrefke, T. J. 1993. Model study of bendway weirs as bank protection. Vicksburg, MS: US Army Corps of Engineers.
Raudkivi, A. J. 1998. Loose boundary hydraulics. London: CRC Press.
Scurlock, S. M., C. I. Thornton, D. C. Baird, and S. R. Abt. 2014. “Quantification of transverse in-stream structure hydraulics.” J. Hydraul. Eng. 141 (2): 04014073. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000952.
Siefken, S., R. Ettema, A. Posner, D. Baird, N. Holste, D. E. Dombroski, and R. S. Padilla. 2021. “Optimal configuration of rock vanes and bendway weirs for river bends: Numerical-model insights.” J. Hydraul. Eng. 147 (5): 04021013. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001871.
Thornton, C. I., M. James, and K. Shin. 2016. Testing of instream vane structures within the native-topography channel. Fort Collins, CO: Colorado State Univ.
USACE (US Army Corps of Engineers). 1981. Bendway weir design manual. St. Louis, MO: USACE.
Wittmershaus, A. 2022. “Livebed failure modes of bendway weirs and rock vanes in curved alluvial channels.” M.S. thesis, Dept. of Civil and Environmental Engineering, Colorado State Univ.
Wittmershaus, A., and R. Ettema. 2022. “Scour failure of bendway weirs and rock vanes: Observations from a curved flume.” In Proc., Hydrology Days 2022, 110–116. Fort Collins, CO: Colorado State Univ.
WSDOT (Washington State Department of Transportation). 2017. Hydraulics manual. Washington, DC: Washington State Department of Transportation.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 150Issue 5September 2024

History

Received: Dec 15, 2023
Accepted: May 6, 2024
Published online: Jul 12, 2024
Published in print: Sep 1, 2024
Discussion open until: Dec 12, 2024

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Professor, Colorado State Univ., Fort Collins, CO 80521 (corresponding author). ORCID: https://orcid.org/0000-0002-3956-1695. Email: [email protected]
Alex R. Wittmershaus [email protected]
Engineer, Northwest Hydraulic Consultants, Wittmershaus, 301 W. Holly St., Bellingham, WA 99201. Email: [email protected]
Engineer, Halff Associates Inc., Maddocks, 2407 Cottonwood St., Bentonville, AR 72712. ORCID: https://orcid.org/0009-0005-6820-4960. Email: [email protected]
Christopher I. Thornton, M.ASCE [email protected]
Associate Professor, Colorado State Univ., Fort Collins, CO 80521. Email: [email protected]
Hydraulic Engineer, Bureau of Reclamation, Tech Service Center, Denver, CO 80225. ORCID: https://orcid.org/0000-0001-8213-5010. Email: [email protected]
Drew C. Baird, M.ASCE [email protected]
Hydraulic Engineer, Bureau of Reclamation, Tech Service Center, Denver, CO 80225. Email: [email protected]
David R. Varyu, M.ASCE [email protected]
Hydraulic Engineer, Bureau of Reclamation, Tech Service Center, Denver, CO 80225. Email: [email protected]
Ari J. Posner [email protected]
Physical Scientist, Bureau of Reclamation, Area Office, Albuquerque, NM 87102. Email: [email protected]
Robert S. Padilla, M.ASCE [email protected]
Hydraulic Engineer, Bureau of Reclamation, Area Office, Albuquerque, NM 87102. Email: [email protected]

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