Hostname: page-component-cd9895bd7-8ctnn Total loading time: 0 Render date: 2024-12-18T19:08:25.399Z Has data issue: false hasContentIssue false

Shallow flow over an isolated obstacle

Published online by Cambridge University Press:  20 April 2006

V. R. Lamb
Affiliation:
Department of Marine, Earth and Atmospheric Sciences, North Carolina State University, Raleigh, North Carolina 27650
R. E. Britter
Affiliation:
Department of Engineering, University of Cambridge, England

Abstract

This is a study of how certain geometrical and flow parameters affect the tendency of a fluid to flow around rather than over a single obstacle of simple shape in a homogeneous non-rotating fluid. A series of numerical experiments was conducted with a finite-difference model of such a shallow flow, assuming a hydrostatic pressure distribution. The results demonstrate how the flow over a three-dimensional obstacle deviates from the patterns established for a two-dimensional ridge. Measures are suggested for quantitative assessment of the tendency to flow around as a function of relative hill height and Froude number.

A series of laboratory experiments was also performed, examining the motions of two superposed homogeneous layers of fluid past an isolated obstacle in a towing tank. The resulting motion of the interface was found to agree with the results of the numerical experiments. The laboratory experiments also extended the understanding gained from the numerical experiments. Flow-visualization techniques were employed to aid in the qualitative assessment of the flow around the obstacles and its dependence on hill and flow parameters. In particular, these techniques demonstrated the impingement of the interface on the obstacle, and its dependence on flow speed and hill height.

Type
Research Article
Copyright
© 1984 Cambridge University Press

Access options

Get access to the full version of this content by using one of the access options below. (Log in options will check for institutional or personal access. Content may require purchase if you do not have access.)

References

Arakawa, A. & Lamb, V. R. 1977 Computational design of the basic dynamical processes of the UCLA General Circulation Model. Meth. Comp. Phys. 17, 173265.Google Scholar
Baines, P. G. & Davies, P. A. 1980 Laboratory studies of topographic effects in rotating and/or stratified fluids. In Orographic Effects in Planetary Flows, chap. 8. WMO GARP Publication 23.
Houghton, D. D. & Kasahara, A. 1968 Nonlinear shallow fluid flow over an isolated ridge. Commun. Pure Appl. Maths 21, 123.Google Scholar
Hunt, J. C. R. & Snyder, W. H. 1980 Experiments on stably and neutrally stratified flow over a model three-dimensional hill. J. Fluid Mech. 96, 671704.Google Scholar
Larsen, L. H. 1966 Flow over obstacles of finite amplitude. Geofys. Publ. 26, 125.Google Scholar
Lilly, D. K. 1965 On the computational stability of numerical solutions of time-dependent non-linear geophysical fluid dynamics problems. Mon. Weath. Rev. 93, 1126.Google Scholar
Long, R. R. 1954 Some aspects of the flow of stratified fluids. II. Experiments with a two-fluid system. Tellus 6, 97115.Google Scholar
Long, R. R. 1972 Finite amplitude disturbances in the flow of inviscid rotating and stratified fluids over obstacles. Ann. Rev. Fluid Mech. 4, 6992.Google Scholar
Mesinger, F. & Arakawa, A. 1976 Numerical Methods used in Atmospheric Models. WMO GARP Publication 17.
Oobayashi, T. 1970 A numerical study of two-dimensional airflow over an isolated mountain. J. Met. Soc. Japan 48, 118127.Google Scholar
Snyder, W. H., Britter, R. E. & Hunt, J. C. R. 1979 A fluid modeling study of the flow structure and plume impingement on a three-dimensional hill in stably stratified flow. In Proc. Intl Conf. on Wind Engng, Fort Collins, Colorado.
Stoker, J. J. 1957 Water Waves. Interscience.