TECHNICAL PAPERS
Feb 1, 1985

Lower Mississippi Salinity Analysis

Publication: Journal of Hydraulic Engineering
Volume 111, Issue 2

Abstract

TWO procedures were developed to simulate salinity intrusion in the Mississippi River. The first one is based on the arrested salinity wedge theory and is applicable to quasi‐steady‐state flow conditions. It simulated very well the experimental results of Keulegan. It also simulated the positions of salt wedge tips and their interfaces in the Mississippi River with proper adjustment of the interfacial friction factor. The second one is a steady‐dynamic routing model, which routes salt water in a cascade of reservoirs in the river bottom. Densimetric critical flow is assumed over a reservoir ridge. Error in storage definition is included in a calibration coefficient for the saltwater flow computations over the reservoir ridges. The model satisfactorily simulated durations of salt wedge presence along the lower Mississippi for the existing conditions and after deepening the channel to 55 ft.

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References

1.
Boyd, M. B., and Johnson, B. H., “Mississippi River Salinity Intrusion Study,” U.S. Army Engineer Waterways Experiment Station WES, Vicksburg, Miss., July, 1982, Addendum: Aug., 1982.
2.
Dazzi, R., and Tomasino, M., “Mathematical Model of Salinity Intrusion in the Delta of the Po River,” Fourteenth Coastal Engineering Conference, Copenhagen, Denmark, 1974.
3.
Dermissis, V., and Partheniades, E., “Interfacial Resistance in Stratified Flows,” Journal of Waterway, Port, Coastal and Ocean Engineering, ASCE, Vol. 110, No. 2, May, 1984, pp. 231–250.
4.
Edinger, J. E., and Buchak, E. M., “Estuarine Laterally Averaged Numerical Dynamics,” WES, M. P. EL‐81‐9, Nov., 1981.
5.
Harleman, D. R. F., “Stratified Flow,” Section 26, Handbook of Fluid Dynamics, V. L. Streeter, ed., McGraw‐Hill Co., New York, N.Y., 1961.
6.
Keulegan, G. H., “The Mechanism of an Arrested Saline Wedge,” Chapter 11, “Estuarine and Coastline Hydrodynamics,” Ippen, ed., McGraw‐Hill Co., New York, N.Y., 1966, p. 546.
7.
Ponce, V. M., and Simons, D. B., “Shallow Wave Propagation in Open Channel Flow,” Proceedings of the American Society of Civil Engineers, HY12, No. 13392, Dec, 1977.
8.
Rattay, M., and Mitsuda, E., “Theoretical Analysis of Conditions in a Salt Wedge,” Estuarine and Coastal Marine Science, 2, 1974, pp. 375–394.
9.
Schijf, J. B., and Schönfeld, J. C, “Theoretical Considerations of the Motion of Salt and Fresh Water,” Proeedings of the Minnesota International Hydraulic Convention, IAHR, 1953, pp. 321–333.
10.
TAMS, Tippetts‐Abbett‐McCarthy‐Stratton, “Studies on Deepening the Orinoco River to Determine the Most Economical Means of Transportation,” 1972. Also, unpublished studies made in connection with a legal case, 1981.
11.
U.S. Army Corps of Engineers, New Orleans District, La., “Stage, Discharge and Salinity Data, Mississippi at and below New Orleans,” data sheets since 1928.
12.
U.S. Army Corps of Engineers, New Orleans District, La., “Review of Reports. Salinity, Mississippi River at and below New Orleans, La.,” New Orleans District, June, 1942.
13.
U.S. Army Corps of Engineers, New Orleans District, La., “Deep‐Draft Access to the Ports of New Orleans and Baton Rouge, Louisiana,” July, 1981.
14.
U.S. Army Corps of Engineers, New Orleans District, La., “Printouts of Data Files, Salinity, Discharges,” through 1981.
15.
U.S. Department of the Interior, Geological Survey, and Louisiana Department of Transportation and Development, Office of Public Works, “Hydrology and Water Quality of the Lower Mississippi River,” 1980, p. 40.

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Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 111Issue 2February 1985
Pages: 300 - 315

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Published online: Feb 1, 1985
Published in print: Feb 1985

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Authors

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Armando Balloffet, F. ASCE
Consultant, Tippetts‐Abbett‐McCarthy‐Stratton, 655 Third Ave., New York, N.Y. and Adjunct Prof., Columbia Univ., New York, N.Y.
Deva K. Borah, M. ASCE
Sr. Hydr. Engr., Tippetts‐Abbett‐McCarthy‐Stratton, New York, N.Y.

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