TECHNICAL PAPERS
Jan 1, 1993

Mass Transport in Wave Tank

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 119, Issue 1

Abstract

The mass transport induced by a small amplitude progressive wave traveling in a rectangular wave tank is investigated. Attention is focused on the three‐dimensional mean flow structure generated by the Stokes boundary layers near the side walls. The mass‐transport problem is formulated in terms of vorticity and velocity field. A numerical scheme is developed to solve the coupled transport equation for the vorticity and the Poisson equation for the stream function. It is found that the side‐wall boundary layers generate mean downstream vorticities. When the Reynolds number is small, the diffusion process dominates. Therefore, the vorticities generated from the boundary layers are diffused into the entire wave tank. On the other hand, when the Reynolds number is much larger than one, the convection process becomes as important as the diffusion process, the steady vorticities are confined within a small area adjacent to the solid boundaries. When the aspect ratio, width divided by depth, is of the order of magnitude of one, a pair of circulation cells appear on the plane perpendicular to the direction of wave propagation. As the width of the tank increases, more cells appear. The spanwise variations of the mass‐transport velocity in the wave propagation direction become more significant when the aspect ratio is larger.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Bijker, E. W., Kalwijk, J. P. T., and Pieters, T. (1974). “Mass transport in gravity waves on a sloping bottom.” Proc. 14th Coastal Engineering Conf., ASCE, New York, N.Y., 447–465.
2.
Christodoulou, K. N., and Scriven, L. E. (1989). “The fluid mechanics of slide coating.” J. Fluid Mech., 208, 321–354.
3.
Dore, B. D. (1976). “Double boundary layer in standing surface waves.” Pure and Applied Geophysics, 114, 629–637.
4.
Duck, P. W., and Smith, F. T. (1979). “Steady streaming induced between oscillating cylinders.” J. Fluid Mech., 91, 93–110.
5.
Dussan, V. E. B. (1974). “On the motion of a fluid interface along a solid surface.” J. Fluid Mech., 65, 71–95.
6.
Dussan V. E. B. (1976a). “On the difference between a bounding surface and a material surface.” J. Fluid Mech., 75, 609–623.
7.
Dussan, V. E. B. (1976b). “The moving contact line: the slip boundary condition.” J. Fluid Mech., 11, 665–684.
8.
Haddon, E. W., and Riley, N. (1983). “A note on the mean circulation in standing waves.” Wave Motion, 5, 43–48.
9.
Hocking, L. M. (1987a). “The damping of capillary‐gravity waves at a rigid boundary.” J. Fluid Mech., 179, 253–266.
10.
Hocking, L. M. (1987b). “Waves produced by a vertically oscillating plate.” J. Fluid Mech., 179, 267–281.
11.
Huh, C., and Scriven, L. E. (1971). “Hydrodynamic model of steady movement of a solid/liquid/fluid contact line.” J. Colloid Interface Sci., 35(1), 85–101.
12.
Iskandarani, M., and Liu, P. L.‐F. (1991a). “Mass‐transport in two‐dimensional water waves.” J. Fluid Mech., 231, 395–415.
13.
Iskandarani, M., and Liu, P. L.‐F. (1991b). “Mass‐transport in three‐dimensional water waves.” J. Fluid Mech., 231, 417–437.
14.
Liu, P. L.‐F. (1977). “Mass transport in the free surface boundary layer.” Coastal Engrg., 1, 207–219.
15.
Longuet‐Higgins, M. S. (1953). “Mass transport in water waves.” Philosophical Trans. Royal Soc. London, A, 245, 535–581.
16.
Mei, C. C. (1989). The applied dynamics of ocean surface waves. Advanced series on ocean engineering—volume 1. World Scientific, Singapore.
17.
Mei, C. C., and Liu, P. L.‐F. (1973). “The damping of surface gravity waves in a bounded liquid.” J. Fluid Mech., 59, 239–256.
18.
Mei, C. C., Liu, P. L.‐F., and Carter, T. G. (1972). “Mass transport in water waves.” Report No. 146, Ralph M. Parsons Lab. for Water Resour. and Hydrodynamics, Massachusetts Inst. of Tech., Cambridge, Mass.
19.
Quartapelle, L., and Valz‐Gris, F. (1981). “Projection conditions on the vorticity in viscous incompressible flows.” Int. J. Numerical Methods Fluids, 1, 129–144.
20.
Quartapelle, L. (1981). “Vorticity conditioning in the computation of two‐dimensional viscous flows.” J. Computational Physics, 40, 453–477.
21.
Riley, N. (1965). “Oscillating viscous flows.” Mathematika, 12, 161–175.
22.
Riley, N. (1975). “The steady streaming induced by a vibrating cylinder.” J. Fluid Mech., 68, 801–812.
23.
Russell, R. C. H., and Osorio, J. D. C. (1958). “An experimental investigation of drift profiles in a closed channel.” Proc. Sixth Conference on Coastal Engrg., ASCE, New York, N.Y., 171–193.

Information & Authors

Information

Published In

Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 119Issue 1January 1993
Pages: 88 - 104

History

Received: Sep 20, 1991
Published online: Jan 1, 1993
Published in print: Jan 1993

Permissions

Request permissions for this article.

Authors

Affiliations

Mohamed Iskandarani, Member, ASCE
Asst. Res. Prof., Inst. for Marine and Coastal Sci., Rutgers Univ., P.O. Box 231, New Brunswich, NJ 08903‐0231
Philip L.‐F. Liu, Member, ASCE
Prof., School of Civ. and Envir. Engrg., Hollister Hall, Cornell Univ., Ithaca, NY 14853

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share