TECHNICAL PAPERS
Oct 1, 1987

Two‐Layer Model of Saline Wedge. II: Prediction of Mean Properties

Publication: Journal of Hydraulic Engineering
Volume 113, Issue 10

Abstract

The theoretical formulations developed in part 1 for entrainment at the zero velocity line (ZVL) and for interfacial friction of the density interface have been implemented in a two‐layer model of the arrested salt wedge. Assuming constant densities in each layer, the equations are integrated numerically to predict overall wedge properties, including total intrusion length, the strength of salt circulation, wedge shape, and critical exit conditions. Good agreement is found with available data spanning the full Reynolds number range from laboratory to field conditions with relative intrusion lengths between orders 10-104. This supports the theoretical development of part 1. Furthermore, the model documents the importance of including in wedge analysis the lower‐layer dynamics (bottom shear stress and convective effects) in contrast to the earlier Schijf and Schonfeld formulation.

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References

1.
Arita, M., and Jirka, G. H. (1987). “Two‐layer model of saline wedge: I: entrainment and interfacial friction.” J. of Hydr. Engrg., ASCE, 113(10), 1229–1248.
2.
Balloffet, A., and Borah, D. (1985). “Lower Mississippi salinity analysis.” J. Hydr. Engr., ASCE, 3(2), 300–315.
3.
Bata, G. L. (1957). “Recirculation of cooling water in rivers and canals.” J. Hydr. Div., ASCE, 83(3), 1–27.
4.
Dermissis, V., and Partheniades, E. (1984). “Interfacial flow structure and significant shear stresses in arrested saline wedges.” Tech. rep., Dept. Engrg. Sci., Univ. of Florida, Gainesville, Fla.
5.
Grubert, J. P. (1980). “Experiments on arrested saline wedge.” J. Hydr. Div., ASCE, 106(6), 945–960.
6.
Kaneko, Y. (1966). “An example of the internal drag coefficient of two‐layered flow.” Proc. 16th Japanese Conf. Coast. Engrg., 263–267 (in Japanese).
7.
Keulegan, G. (1966). “The mechanism of an arrested saline wedge.” Estuary and coastline hydrodynamics, Ch. 11, A. T. Ippen, Ed., McGraw Hill Book Co., New York, N.Y., 546–574.
8.
Riddell, J. F. (1970). “Densimetric exchange flow in rectangular channels—IV‐The arrested saline wedge.” La Houille Blanche, 4, 317–329.
9.
Sargent, F. H., and Jirka, G. H. (1987). “Experiments on the saline wedge.” J. Hydr. Engrg., ASCE, 113(10), 1307–1324.
10.
Tamai, N. (1980). Environmental fluid mechanics, Giho‐do Press, Tokyo, Japan (in Japanese).
11.
U.S. Army Corps of Engineers (1928–1981). “Stage, discharge and salinity data, Mississippi at and below New Orleans, La.” Data sheet, New Orleans District, New Orleans, La.
12.
Zanotti, A. (1965). “Il cuneo salino nei canali con sfocio in mare.” Energia Ellectrica, 7, 462–473.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 113Issue 10October 1987
Pages: 1249 - 1263

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Published online: Oct 1, 1987
Published in print: Oct 1987

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Authors

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Masamitsu Arita
Visiting Sci., DeFrees Hydr. Lab., School of Civ. and Envir. Engrg., Cornell Univ., Ithaca, NY 14853
Gerhard H. Jirka, M. ASCE
Prof., DeFrees Hyd. Lab., School of Civ. and Envir. Engrg., Cornell Univ., Ithaca, NY 14853

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