TECHNICAL PAPERS
May 1, 1997

Reservoir Flow Prediction by Contravariant Shallow Water Equations

Publication: Journal of Hydraulic Engineering
Volume 123, Issue 5

Abstract

Jet-induced mixing is often used to prevent stagnation in shallow service reservoirs. This paper describes a nonorthogonal boundary-fitted model for simulating flows in reservoirs of arbitrary shape. The numerical model solves the curvilinear shallow water equations that are expressed in terms of the depth-averaged contravariant velocity components and free surface elevation. Results are presented for the case of jet-forced flow in a circular reservoir where the inlet and outlet stems are diametrically opposite. Excellent agreement is obtained with alternative analytical and numerical schemes, at inlet Reynolds numbers equal to 10 and 25. A further comparison is given between numerical simulations and experimental measurements of the steady-state velocities in a circular reservoir where the inlet and outlet stems are diametrically asymmetric. Although the present application concerns steady jet-forced circulation, the contravariant shallow water equations should be suitable for modeling wind-driven circulation or tidal flows.

Get full access to this article

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

References

1.
Akponasa, G. A. (1992). “Solution of the contravariant shallow water equations using boundary-fitted coordinate systems,” DPhil thesis, University of Oxford, U.K.
2.
Barber, R. W. (1990). “Numerical modeling of jet-forced circulation in reservoirs using boundary-fitted coordinate systems,” PhD thesis, University of Salford, U.K.
3.
Borthwick, A. G. L., and Akponasa, G. A. (1996). “Solution of the non-orthogonal contravariant shallow water equations.”Mixed-flow hydrodynamics: Advances in fluid mechanics series, N. P. Cheremisinoff, ed., Gulf Publishing Co., Houston, Tex., 115–144.
4.
Borthwick, A. G. L., and Barber, R. W.(1990). “Prediction of low Reynolds number jet-forced flow inside a circle using the Navier-Stokes equations.”Int. J. Engrg. Fluid Mech., 3(4), 323–343.
5.
Borthwick, A. G. L., and Barber, R. W.(1992a). “Numerical simulation of jet-forced flow in a circular reservoir using discrete and random vortex methods.”Int. J. Numer. Methods in Fluids, 14(12), 1453–1472.
6.
Borthwick, A. G. L., and Barber, R. W.(1992b). “River and reservoir flow modeling using the transformed shallow water equations.”Int. J. Numer. Methods in Fluids, 14(10), 1193–1217.
7.
Borthwick, A. G. L., and Kaar, E. T.(1993). “A non-orthogonal curvilinear systems model of species transport in shallow flow domains.”Adv. in Water Resour., 16(6), 331–350.
8.
Dennis, S. C. R. (1974). “Application of the series truncation method to two-dimensional internal flows.”Proc., 4th Int. Conf. on Numer. Methods in Fluid Dynamics, Springer Verlag, New York, N.Y., 146–151.
9.
Falconer, R. A. (1976). “Mathematical modeling of jet-forced circulation in reservoirs and harbours,” PhD thesis, Imperial College, London, U.K.
10.
Falconer, R. A. (1986). “A two-dimensional model study of the nitrate levels in an inland natural basin.”Proc., Int. Conf. on Water Quality Modeling in the Inland Natural Envir., Gower Technical, Aldershot, U.K., 325–344.
11.
Falconer, R. A., and Owens, P. H.(1987). “Numerical simulation of flooding and drying in a depth-averaged tidal flow model.”Proc., Instn. Civ. Engrs., London, U.K., 2(83), 161–180.
12.
Kaar, E. T. (1991). “Curvilinear systems modeling of pollutant transport in shallow waters,” DPhil thesis, Univ. of Oxford, U.K.
13.
Kaar, E. T., and Borthwick, A. G. L. (1991). “Curvilinear systems modeling of pollutant transport in a circular reservoir.”Proc., 3rd Int. Conf. on Numer. Grid Generation in CFD and Related Fields, North-Holland Publishing Co., Amsterdam, The Netherlands, 643–654.
14.
Leendertse, J. J. (1967). “Aspects of a computational model for long-period water-wave propagation.”RM-5294-PR, Rand Corp., Santa Monica, Calif.
15.
Mills, R. D.(1977). “Computing internal viscous flow problems for the circle by integral methods.”J. Fluid Mech., 79(3), 609–624.
16.
Priestley, C. H. B. (1959). Turbulent transfer in the lower atmosphere. University of Chicago Press, Chicago, Ill.
17.
Rhie, C. M., and Chow, W. L. (1982). “A numerical study of the turbulent flow past an isolated aerofoil with trailing edge separation.”Proc., AIAA/ASME 3rd Joint Thermophysics, Fluids, Plasma and Heat Transfer Conf., Paper AIAA-82-0998, Am. Inst. of Aeronautics and Astronautics, Washington, D.C.
18.
Schlichting, H. (1968). Boundary-layer theory, 6th Ed., McGraw-Hill, New York, N.Y.
19.
Stelling, G. S. (1983). “On the construction of computational methods for shallow water flow problems,” PhD thesis, Delft University of Technology, Delft, The Netherlands.
20.
Thompson, J. F., Thames, F. C., and Mastin, C. W.(1974). “Automatic numerical generation of body-fitted curvilinear coordinate system for field containing any number of arbitrary two-dimensional bodies.”J. Comput. Phys., 15(3), 299–319.
21.
Vreugdenhil, C. B., and Wijbenga, J. H. A.(1982). “Computation of flow patterns in rivers.”J. Hydr. Div., ASCE, 108(11), 1296–1310.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 123Issue 5May 1997
Pages: 432 - 439

History

Published online: May 1, 1997
Published in print: May 1997

Permissions

Request permissions for this article.

Authors

Affiliations

A. G. L. Borthwick
Reader, Dept. of Engrg. Sci., Oxford Univ., Parks Road, Oxford, OX1 3PJ, UK.
G. A. Akponasa
Visitor, Dept. of Engrg. Sci., Oxford Univ., Parks Road, Oxford, OX1 3PJ, UK.

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