Upper Mississippi River Flow and Sediment Characteristics and Their Effect on a Harbor Siltation Case
Publication: Journal of Hydraulic Engineering
Volume 144, Issue 10
Abstract
Upper Mississippi River flow and sediment characteristics downstream of St. Louis are presented in this study. Available and measured data were used to assess a harbor siltation case and dredging needs. Such data are also useful to researchers and engineers conducting work in the Mississippi River and large rivers in general. Flows were characterized in terms of the mean annual hydrograph, flow duration curve, and mean annual, dominant, and effective discharges. Suspended and bed material sediments were characterized by grain-size distributions (GSDs). Suspended-sediment concentrations were characterized with a sediment rating curve, mean annual sediment graph, and duration curve. The results of the analyses were used to assess harbor sedimentation by comparing GSDs of harbor bed samples with those observed in the river. Bathymetric surveys were used to determine rates and occurrence of sedimentation. The analyses showed that harbor siltation correlates with river conditions and is driven by wash load in the river, which enters the harbor in suspension and deposits along the bottom due to the lack of flow-through velocities high enough to keep the fine sediments in suspension.
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Acknowledgments
The authors would like to thank Fernando Valencia, GV Terminal Manager at the time this study was conducted. Participation of all authors in this study was possible thanks to financial support provided by Holcim US through its Ste. Genevieve Plant in Missouri. The authors would also like to thank the anonymous reviewers and the associate editor for their valuable feedback.
References
Ackers, P., and F. G. Charlton. 1970. “Dimensional analysis of alluvial channels with special reference to meander length.” J. Hydraul. Res. 8 (3): 287–316. https://doi.org/10.1080/00221687009500311.
Allison, M. A., and E. A. Meselhe. 2010. “The use of large water and sediment diversions in the lower Mississippi River (Louisiana) for coastal restoration.” J. Hydrol. 387 (3): 346–360. https://doi.org/10.1016/j.jhydrol.2010.04.001.
ASTM. 2002. Standard test method for particle-size analysis of soils. ASTM D422-63. West Conshohocken, PA: ASTM.
Berlamont, J. 1989. “Pumping fluid mud: Theoretical and experimental considerations.” J. Coastal Res. S15 (5): 195–205.
Biedenharn, D. S., R. R. Copeland, C. R. Thorne, P. Soar, R. D. Hey, and C. C. Watson. 2000. Effective discharge calculation: A practical guide. Washington, DC: US Army Corps of Engineers.
Blench, T. 1956. Regime behaviour of canals and rivers, 87. London: Butterworths.
Blevins, D. W. 2006. The response of suspended sediment, turbidity, and velocity to historical alterations of the Missouri River. US Geological Survey Circular 1301, 8. Reston, VA: US Geological Survey.
Dutta, S., C. Wand, P. Tassi, and M. H. Garcia. 2017. “Three-dimensional numerical modeling of the Bulle-effect: The non-linear distribution of near-bed sediment at fluvial diversions.” Earth Surf. Processes Landforms 42 (14): 2322–2337. https://doi.org/10.1002/esp.4186.
Fernández, R., S. Santacruz, T. Tokyay, A. Waratuke, M. H. Garcia, and G. Parker. 2012. “Holcim Ste. Genevieve Missouri–Harbor siltation study.”, 71. Champaign, IL: Ven Te Chow Hydrosystems Laboratory, Univ. of Illinois at Urbana-Champaign.
Gandolfo, J. 1940. Estudio de la evolución fluvial que determina el endicamiento del río San Juan. [In Spanish.] La Plata, Argentina: Universidad Nacional de la Plata, Publicaciones de la Facultad de Ciencias Fisicomatemáticas.
Garcia, M. H., D. M. Admiraal, and J. Rodriguez. 1999. “Laboratory experiments on navigation-induced bed shear stresses and sediment resuspension.” Int. J. Sediment Res. 14 (2): 303–317.
Garcia, M. H., D. M. Admiraal, J. Rodriguez, and F. Lopez. 1998. “Navigation-induced bed shear stresses: Laboratory measurements, data analysis, and field application.”, 139. Champaign, IL: Ven Te Chow Hydrosystems Laboratory, Univ. of Illinois at Urbana-Champaign.
Garde, R. J., and K. G. Ranga Raju. 2006. Mechanics of sediment transportation and alluvial stream problems. 3rd ed., 340–343. New Delhi, India: New Age International.
Heimann, D. C., L. A. Sprague, and D. W. Blevins. 2011. Trends in suspended-sediment loads and concentrations in the Mississippi River Basin, 1950–2009. Reston, VA: U.S. Geological Survey.
Horowitz, A. J. 2010. “A quarter century of declining suspended sediment fluxes in the Mississippi River and the effect of the 1993 flood.” Hydrol. Proc. 24 (1): 13–34. https://doi.org/10.1002/hyp.7425.
Hwang, K.-N. 1989. “Erodibility of fine sediment in wave dominated environments.” M.S. thesis, Dept. of Coastal and Oceanographic Engineering, Univ. of Florida.
Inglis, C. C. 1947. “Meanders and their bearing on river training.” In Proc., Institution of Civil Engineers. Maritime Paper No. 7. London: Institution of Civil Engineers.
Kesel, R. H. 1988. “The decline in the suspended sediment load of the lower Mississippi River and its influence on adjacent wetlands.” Environ. Geol. Water Sci. 11 (3): 271–281. https://doi.org/10.1007/BF02574816.
Kesel, R. H. 1989. “The role of the Mississippi River in wetland loss in southeastern Louisiana USA.” Environ. Geol. Water Sci. 13 (3): 183–193. https://doi.org/10.1007/BF01665368.
Kirby, R. 2011. “Minimising harbour siltation—Findings of PIANC working group 43.” Ocean Dyn. 61 (2–3): 233–244. https://doi.org/10.1007/s10236-010-0336-9.
Krone, R. B. 1962. Flume studies of the transport of sediment in estuarial shoaling processes. Berkeley, CA: Univ. of California.
Kuijper, C., H. Christiansen, J. M. Cornelisse, and J. C. Winterwerp. 2005. “Reducing harbor siltation. II: Case study of Parkhafen in Hamburg.” J. Hydraul. Eng. 131 (6): 267–276. https://doi.org/10.1061/(ASCE)0733-950X(2005)131:6(267).
Leopold, L. B., and T. Maddock. 1953. The hydraulic geometry of stream channels and some physiographic implications, 64. Washington, DC: US Government Printing Office.
Lott, J. W. 1987. “Laboratory study on the behavior of turbidity current in a closed-end channel.” M.S. thesis, Dept. of Coastal and Oceanographic Engineering, Univ. of Florida.
McLaughlin, R. T., Jr. 1959. “The settling properties of suspensions.” J. Hydraul. Div. 85 (12): 9–41.
Meade, R. H., and J. A. Moody. 2010. “Causes for the decline of suspended-sediment discharge in the Mississippi River system, 1940-2007.” Hydrol. Processes 24 (1): 35–49. https://doi.org/10.1002/hyp.7477.
Mehta, A. J., and W. H. McAnally. 2008. Fine-grained sediment transport in sedimentation engineering processes, measurements, modeling and practice. ASCE Manuals and Rep. on Engineering Practice No. 110, 253–306. Edited by M. H. Garcia. Reston, VA: ASCE.
Nixon, M. A. 1959. “Study of the bankful discharges of rivers in England and Wales.” Proc. Inst. Civ. Eng. London 12 (2): 157–174. https://doi.org/10.1680/iicep.1959.12123.
Paola, C., R. R. Twilley, D. A. Edmonds, W. Kim, D. Mohrig, G. Parker, E. Viparelli, and V. R. Voller. 2011. “Natural processes in delta restoration: Application to the Mississippi delta.” Annu. Rev. Mar. Sci. 3 (1): 67–91. https://doi.org/10.1146/annurev-marine-120709-142856.
Pedocchi, F., and M. H. Garcia. 2006. “Evaluation of the LISST-ST instrument for suspended particle size distribution and settling velocity measurements.” Cont. Shelf Res. 26 (8): 943–958. https://doi.org/10.1016/j.csr.2006.03.006.
River Research Council, Division on Earth and Life Studies, Water Science and Technology Board, Committee on River Science at the US Geological Survey. 2007. River Science at the U.S. Geological Survey, 87. Washington, DC: National Academic Press.
Rodriguez, J., D. M. Admiraal, F. Lopez, and M. H. Garcia. 2002. “Unsteady bed shear stresses induced by navigation: Laboratory Observations.” J. Hydraul. Eng. 128 (5): 515–526. https://doi.org/10.1061/(ASCE)0733-9429(2002).
Ross, M. A. 1988. “Vertical structure of estuarine fine sediment suspensions.” Ph.D. thesis, Dept. of Coastal and Oceanographic Engineering, Univ. of Florida.
Schaffernak. 1916. “Die Theorie des Geschiebebetriebes und ihre Anwendung.” Zeitschrift des oesterrichischen Ingenieur—und Architekten—Vereines. [In German.] Wien, Austria: Waldheim & Förster.
Schaffernak. 1922. Neue Grundlagen für die Berechnung der Geschiebeführung in Flussläufen. [In German.] Wien, Austria: Verlag Franz Deutike.
Soar, P. J., and C. R. Thorne. 2011. Design discharge for river restoration in stream restoration in dynamic fluvial systems. Edited by A. Simon, S. J. Bennett, and J. M. Castro. Washington, DC: American Geophysical Union.
Terrell, P. W., and W. M. Borland. 1958. “Design of stable canals and channels in erodible material.” Trans. ASCE 123 (1): 101–115.
Thomas, D. M., and M. A. Benson. 1966. “A definition of dominant discharge.” Int. Assoc. Sci. Hydrol. Bull. 11 (2): 76–80. https://doi.org/10.1080/02626666609493460.
Thorne, C., K. Knuuti, O. Harmar, C. Watson, N. Clifford, and D. Biedenharn. 2015. “Recent and historical sediment loads in the lower Mississippi River.” In Proc., 3rd Joint Federal Interagency Conf. on Sedimentation and Hydrologic Modeling. Reno, NV.
US Army Corps of Engineers Mississippi Valley Division. 2011. “Upper Mississippi River Navigation Charts Minneapolis, MN to Cairo, IL Upper Mississippi River Miles 866 to 0 Minnesota and St. Croix Rivers.”. Rock Island, IL: US Army Corps of Engineers.
USGS (US Geological Survey). 2017. “National water information system data available on the world wide web (USGS water data for the nation).” Accessed August 21, 2017. http://waterdata.usgs.gov/nwis/.
van Heerden, I., and K. DeRouen Jr. 1997. “Implementing a barrier island and barrier shoreline restoration program—The state of Louisiana’s perspective.” J. Coastal Res. 13 (3): 679–685.
van Schijndel, S. A. H., and C. Kranenburg. 1998. “Reducing the siltation of a river harbor.” J. Hydraul. Res. 36 (5): 803–814. https://doi.org/10.1080/00221689809498604.
Wilkerson, G. V., and G. Parker. 2011. “Physical basis for quasi-universal relationships describing bankfull hydraulic geometry of sand-bed rivers.” J. Hydraul. Eng. 137 (7): 739–753. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000352.
Winterwerp, J. C. 2005. “Reducing harbor siltation. I: Methodology.” J. Waterway, Port, Coastal, Ocean Eng. 131 (6): 258–266. https://doi.org/10.1061/(ASCE)0733-950X(2005)131:6(258).
Winterwerp, J. C., W. D. Eysink, F. W. Kruiningen, H. Christiansen, R. Kirby, and T. J. Smith. 1994. “The current deflecting wall: A device to minimize harbor siltation.” Dock Harbor Authority 74 (849): 243–247.
Wolanski, E., T. Asaeda, and J. Imberger. 1989. “Mixing across a lutocline.” Limnol. Oceanogr. 34 (5): 931–938. https://doi.org/10.4319/lo.1989.34.5.0931.
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Published In
Journal of Hydraulic Engineering
Volume 144 • Issue 10 • October 2018
Copyright
©2018 American Society of Civil Engineers.
History
Received: Sep 29, 2017
Accepted: Mar 28, 2018
Published online: Jul 28, 2018
Published in print: Oct 1, 2018
Discussion open until: Dec 28, 2018
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