TECHNICAL PAPERS
Apr 1, 1989

Negatively Buoyant Flow in Diverging Channel. III: Onset of Underflow

Publication: Journal of Hydraulic Engineering
Volume 115, Issue 4

Abstract

If they are negatively buoyant (denser than ambient water), inflows to lakes and reservoirs sink (plunge) below the water surface after entering. The location of the plunge line or maximum penetration into the lake or reservoir is related to the ratio of inertial to buoyant forces, and lake or reservoir geometry. Experiments have been conducted in diverging horizontal laboratory channels, and the plunging phenomenon has been reproduced. For flows separating from the channel wall the relationship xp/B0=0.52F04 has been found to describe the maximum horizontal penetration xp. The basic form and exponent of this relation was developed from jet flow theory, and the coefficient was experimentally determined. F0 is the inflow densimetric Froude number and B0 is the inflow channel width. Experimental data for xp/B0 are also reported for attached flows. In this case the distance to plunging can be expressed as xp/B0==(0.74F0-0.5)(tanδ)-1.

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References

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Albertson, M. L., Dai, Y. B., Jensen, R. A., and Rouse, H. (1950). “Diffusion of submerged jets.” Trans., ASCE, 115, 639–697.
2.
Akiyama, J., and Stefan, H. G. (1984). “Plunging flow into a reservoir: Theory.” J. Hydr. Engrg., ASCE, 110(4), 484–499.
3.
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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 115Issue 4April 1989
Pages: 423 - 436

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Published online: Apr 1, 1989
Published in print: Apr 1989

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Authors

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Heinz G. Stefan
Prof. and Assoc. Dir., St. Anthony Falls Hydr. Lab., Univ. of Minnesota, Minneapolis, MN 55414
Thomas R. Johnson
Res. Asst., St. Anthony Falls Hydr. Lab., Univ. of Minnesota, Minneapolis, MN 55414

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