TECHNICAL NOTES
Oct 1, 1986

Fate of Navigation Pool on Mississippi River

Publication: Journal of Hydraulic Engineering
Volume 112, Issue 10

Abstract

Humans have altered streams and rivers for economic, commercial, and recreational uses. Low flow depths in navigable rivers have been increased by the construction of locks and dams to facilitate the movement of river traffic such as barge tows. Lock and Dam on Pool 19 on the Mississippi River near Keokuk, Iowa, is the oldest and one of the two highest dams on the Mississippi River. The high storage-capacity-to-inflow ratio causes a high trap efficiency for this pool. The pool is going through a successional change and ultimately will attain a dynamic volumetric equilibrium with an extensive formation of islands, shallow channel border areas, and plant beds. Interactions between the river and its tributaries have also changed, and these confluences are now more like estuaries than river junctions. The deltas, islands, and shallow wetlands near the confluences are the end products of these changing interactions. The dam has changed the Des Moines Rapids into a biologically productive pool with extensive beds of aquatic macrophytes and burrowing macroinvertebrates, which attract migratory waterfowl and fish.

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References

1.
Bhowmik, N. G., and Adams, J. R., “The Hydrologic Environment of Pool 19 of the Mississippi River,” Ecology of the Upper Mississippi River, Dr. Junk Publishers, The Netherlands, 1986.
2.
Brune, G. M., “Trap Efficiency of Reservoirs,” Transactions, AGU, 34, 1953, pp. 407–418.
3.
Chen, Y. H., and Simons, D. B., “Geomorphic Study of Upper Mississippi River,” Proceedings, ASCE, Vol. 105, 1979, pp. 313–328.
4.
Simons, D. B., Schumm, S. A., Stevens, M. A., Chen, Y. H., Lagasse, P. F., “Environmental Inventory and Assessment of Navigation Pools 24, 25, and 26, Upper Mississippi and Lower Illinois Rivers, A Geomorphic Study,” Contract Report Y‐75‐3, J St. Louis Army Corps of Engineers District, Prepared by Colorado State University, Fort Collins, Colo.
5.
Solomon, R. C., et al., “Environmental Inventory and Assessment of Navigation Pools 24, 25, and 26, Upper Mississippi and Lower Illinois Rivers, Summary Report,” Technical Report Y‐75‐1, St. Louis Army Corps of Engineers District, St. Louis, Mo.
6.
Wright, L. D., and Coleman, L. D., “River Delta Morphology: Wave Climate and the Role of Subaqueous Profile,” Science, Vol. 176, 1972, pp. 282–284.
7.
Wright, L. D., and Coleman, J. M., “Mississippi River Mouth Processes: Effluent Dynamics and Morphologic Development,” Journal of Geology, Vol. 82, 1974, pp. 751–758.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 112Issue 10October 1986
Pages: 967 - 970

History

Published online: Oct 1, 1986
Published in print: Oct 1986

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Authors

Affiliations

Nani G. Bhowmik, F. ASCE
Prin. Sci. and Asst. Head, Surface Water Section, Illinois State Water Survey, 2204 Griffith Dr., Champaign, IL 61820
J. Rodger Adams, M. ASCE
Professional Sci., Surface Water Section, Illinois State Water Survey, 2204 Griffith Dr., Champaign, IL 61820
Richard E. Sparks
Aquatic Biologist, Illinois Natural History Survey, 607 E. Peabody, Champaign, IL 61820

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