TECHNICAL PAPERS
Dec 1, 1998

Structural Ice Control Alternatives for Middle Mississippi River

Publication: Journal of Cold Regions Engineering
Volume 12, Issue 4

Abstract

The middle Mississippi River, which extends from the mouth of the Missouri River near St. Louis to the confluence with the Ohio River at Cairo, Ill., is a critical navigation route throughout the year. During cold periods, the ice accumulations and ice jams that form on this reach can delay or suspend winter navigation, incurring great costs to industry as well as cities and towns whose economies depend on river commerce. Much of this ice originates in the Missouri River. With the onset of warmer air temperatures, the rapid release of these ice accumulations can result in substantial damage to river structures such as dikes, revetments, and levees. This study analyzed historical data and used numerical hydraulic models to assess the possibility of structural solutions to these ice problems. The study identified reach locations where structural ice control might be possible. A simple computer model then simulated the upstream progression of ice covers on the middle Mississippi to assess the feasibility of various ice control alternatives. An ice retention structure located on the Missouri River near its mouth was found to be the most favorable of the structural ice control options considered.

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References

1.
Ashton, G. D. (1988). “Ice Cover Formation Downstream of a Large Reservoir with Variable Release.”Proc., IAHR Symp. on Ice, International Association for Hydraulic Research, Delft, The Netherlands, 189–198.
2.
Flato, G., and Gerard, R. (1986). “Calculation of ice jam thickness profiles.”Proc., 4th Workshop on Hydr. of River Ice, Sect. C-3, Ecole Polytechnique de Montreal, Montreal, Canada, 1–25.
3.
Lal, A. M. W., and Shen, H. T. (1993). “A mathematical model for river ice processes.”CRREL Rep. 93-4, U.S. Army Cold Regions Research and Engineering Laboratory, Hanover, N.H.
4.
Lovelace, J. T., Stevens, G. T., and Strauser, C. N. (1981). “Ice problems on the middle Mississippi River.”Proc., Water Forum '81, Vol. 2, ASCE, Reston, Va.
5.
Shen, H. T., Bjedov, G., Daly, S. F., and Lal, A. M. W. (1991). “Numerical model for forecasting ice conditions on the Ohio River.”CRREL Rep. 91-16, U.S. Army Cold Regions Research and Engineering Laboratory, Hanover, N.H.
6.
Stevens, G. T. (1978). “St. Louis District potamology study (LL-1).”Rep. Submitted to the St. Louis District, U.S. Army Corps of Engineers, Institute of River Studies, University of Missouri–Rolla, Rolla, Mo.
7.
Tuthill, A. M.(1998). “Structural ice control: A review.”J. Cold Regions Engrg., ASCE, 12(2), 33–51.
8.
Tuthill, A. M., Wuebben, J. L., Daly, S. F., and White, K. D.(1996). “Probability distributions for peak stage on rivers affected by ice jams.”J. Cold Regions Engrg., ASCE, 10(1), 36–57.
9.
U.S. Army. (1985). “Ice engineering manual.”EM1110-2-1612, Dept. of the Army, Corps of Engineers, Office of the Chief of Engineers, Washington, D.C.
10.
U.S. Army. (1990). HEC-2 Water Surface Profiles. Hydraulic Engineering Center, Davis, Calif.
11.
U.S. Army Corps of Engineers (USACE). (1962). Rep. on 1962 Ice Gorge in the Middle Mississippi River. St. Louis District, St. Louis, Mo.
12.
USACE. (1964). Predictability of Ice Gorges in the Middle Mississippi River Upstream of Cairo, Illinois. St. Louis District, St. Louis, Mo.
13.
USACE. (1977). Rep. on 1977 Ice Gorge in the Middle Mississippi River. St. Louis District, St. Louis, Mo.
14.
White, K. D. (1992). “Salmon River experimental ice boom: 1989–1990 and 1990– 1991 winter seasons.”CRREL Spec. Rep. 92-20, U.S. Army Cold Regions Research and Engineering Laboratory, Hanover, N.H.
15.
Zufelt, J. E. (1986). “Forecasting ice cover progression at Salmon River, Idaho.”Proc., 4th Workshop on Hydraulics of River Ice, National Research Council of Canada, Subcommittee on Hydraulics of Ice Covered Rivers, Ottawa, Canada.

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Published In

Go to Journal of Cold Regions Engineering
Journal of Cold Regions Engineering
Volume 12Issue 4December 1998
Pages: 202 - 220

History

Published online: Dec 1, 1998
Published in print: Dec 1998

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Authors

Affiliations

Andrew M. Tuthill, Member, ASCE,
Res. Hydr. Engr., Ice Engrg. Res. Div., U.S. Army Cold Regions Res. and Engrg. Lab., 72 Lyme Rd., Hanover, NH 03755.
Anthony C. Mamone
Res. Asst., Ice Engrg. Res. Div., U.S. Army Cold Regions Res. and Engrg. Lab., 72 Lyme Rd., Hanover, NH.

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