TECHNICAL PAPERS
Nov 15, 2004

Experiments on Selective Withdrawal of a Codirectional Two-Layer Flow through a Line Sink

Publication: Journal of Hydraulic Engineering
Volume 130, Issue 12

Abstract

For investigating selective withdrawal problems, laboratory experiments were conducted in a horizontal flume with a co-directional two-layer flow of different density into a line sink. Saline water was used as the fluid of the lower layer instead of sediment-laden turbid water for achieving a steady state. In this study, a trend curve was produced using the data of many runs which were taken under varying conditions from aspiration of both layers to only lower-layer aspiration. An adequate parameter for determining the critical condition was obtained from this trend curve. The critical condition is defined as the beginning or ending of aspiration for the upper layer. Suitable variables for the parameter are also discussed. A theoretical formula is suggested and verified, which is better than a traditional empirical formula for calculating the withdrawal concentration. Effects of slot elevation on the lower layer flow and the thickness of the mixing layer are also discussed.

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References

1.
Akiyama, J., and Stefan, H. G. (1985). “Turbidity current with erosion and deposition.” J. Hydraul. Eng., 111(12), 1473–1496.
2.
Ashida, K., and Egashira, S. ( 1975). “Basic study on turbidity current.” Proc., Japan Soc. Civil Eng., 237–240.
3.
Bournet, P. E., Dartus, D., Tassin, B., and Vincon-Leite, B. (1999). “Numerical investigation of plunging density current.” J. Hydraul. Eng., 125(6), 584–594.
4.
Buehler, J., and Siegenthaler, C. (1986). “Self-preserving solutions for turbidity current.” Acta Mech., 63, 217–233.
5.
Chien, N., and Wan, Z. ( 1999). Mechanics of sediment transport, ASCE, Reston, Va., 662–665.
6.
Choi, S. U., and Garcia, M. H. (2002). “k-ε turbulence modeling of density currents developing two dimensionally on a slope.” J. Hydraul. Eng., 128(1), 55–63.
7.
Craya, A. (1949). “Theoretical research on the flow of nonhomogeneous fluids.” La Houille Blanche, 4, 44–55.
8.
Debler, W. R. (1959). “Stratified flow into a line sink.” J. Eng. Mech. Div., 85(3), 51–66.
9.
Ellison, T. H., and Turner, J. S. (1959). “Turbulent entrainment in stratified flows.” J. Fluid Mech., 6, 423–448.
10.
Fan, J., Wang, H., Huang, Y., Wu, D., and Shen, S. ( 1959). “Studies on density current and their applications.” Rep. No. 15, Water Resources and Electric Power Press, Beijing (in Chinese).
11.
Garcia, M. H. (1993). “Hydraulic jumps in sediment-driven bottom currents.” J. Hydraul. Eng., 119(10), 1094–1117.
12.
Gariel, P. (1949). “Experimental research on the flow of nonhomogeneous fluids.” La Houille Blanche, 4, 56–65.
13.
Harleman, D. R. F., Gooch, R. S., and Ippen, A. T. (1958). “Submerged sluice control of stratified flow.” J. Hydraul. Div., Am. Soc. Civ. Eng., 84(2), 1584-1–1584-15.
14.
Hocking, G. C. (1991). “Withdrawal from two-layer fluid through line sink.” J. Hydraul. Eng., 117(6), 800–805.
15.
Hocking, G. C. (1995). “Super-critical withdrawal from a two-layer fluid through a line sink.” J. Fluid Mech., 297, 37–47.
16.
Hocking, G. C., and Forbes, L. K. (2001). “Super-critical withdrawal from a two-layer fluid through a line sink if the lower layer is of finite depth.” J. Fluid Mech., 428, 333–348.
17.
Hsu, S.M., Yu, W.S., and Fan, K.L. ( 2000). “Behavior of selective withdrawal from density currents by a vertical two-dimensional slot.” Proc., 5th Int. Symp. on Stratified Flows, Univ. of B.C., Vancouver, 1, 433–438.
18.
Huber, D. G. (1960). “Irrotational motion of two fluid strata towards a line sink.” J. Eng. Mech. Div., 86(4), 71–86.
19.
Jirka, G. H. (1979). “Supercritical withdrawal from two-layered fluid systems. I: Two-dimensional skimmer wall.” J. Hydraul. Res., 17, 43–51.
20.
Kassem, A., Imran, J., and Khan, J. A. (2003). “Three-dimensional modeling of negatively buoyant flow in diverging channels.” J. Hydraul. Eng., 129(12), 936–947.
21.
Lee, H. Y., and Yu, W. S. (1997). “Experimental study of reservoir turbidity current.” J. Hydraul. Eng., 123(6), 520–528.
22.
Parker, G., Fukushima, Y., and Pantin, H. M. (1986). “Self-accelerating turbidity currents.” J. Fluid Mech., 171, 145–181.
23.
Parker, G., Garcia, M., Fukushima, Y., and Yu, W. (1987). “Experiments on turbidity currents over an erodible bed.” J. Hydraul. Res., 25, 123–147.
24.
Tuck, E. O., and Vanden-Broeck, J. M. (1984). “A cusplike free-surface flow due to a submerged source or sink.” J. Aust. Math. Soc. Ser. B, Appl. Math., 25, 443–450.
25.
Turner, J.S. ( 1973). Buoyancy effects in fluids, Cambridge University Press, Cambridge, U.K.
26.
Yu, W. S., and Lee, H. Y. (1993). “Numerical simulation of turbidity current in reservoirs.” Int. J. Sediment Res., 8(2), 43–65.
27.
Yu, W. S., Lee, H. Y., and Hsu, S. M. (2000). “Experiments on deposition behavior of fine sediment in a reservoir. ” J. Hydraul. Eng., 126(12), 912–920.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 130Issue 12December 2004
Pages: 1156 - 1166

History

Published online: Nov 15, 2004
Published in print: Dec 2004

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Authors

Affiliations

Wei-Sheng Yu
Associate Professor, Dept. of Finance, Chung Yu Institute of Technology, Keelung, Taiwan 201, R.O.C. E-mail: [email protected]
Shaohua Marko Hsu, P.E., M.ASCE
Professor, Dept. of Hydraulic Engineering, Feng Chia Univ., Taichung, Taiwan 407, R.O.C. E-mail: [email protected]
Kan-Long Fan
Engineer, Water Resources Division, Water Conservancy Agency, Ministry of Economic Affairs, Taichung, Taiwan 407, R.O.C. E-mail: [email protected]

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