TECHNICAL PAPERS
Jul 1, 1998

Analysis of Linear and Monoclinal River Wave Solutions

Publication: Journal of Hydraulic Engineering
Volume 124, Issue 7

Abstract

Linear dynamic wave and diffusion wave analytical solutions are obtained for a small, abrupt flow increase from an initial to a higher steady flow. Equations for the celerities of points along the wave profiles are developed from the solutions and are related to the kinematic wave and dynamic wave celerities. The linear solutions are compared systematically in a series of case studies to evaluate the differences caused by inertia. These comparisons use the celerities of selected profile points, the paths of these points on the x-t plane, and complete profiles at selected times, and indicate general agreement between the solutions. Initial diffusion wave inaccuracies persist over relatively short time and distance scales that increase with the wave diffusion coefficient and Froude number. The nonlinear monoclinal wave solution parallels that of the linear dynamic wave, but is applicable to arbitrarily large flow increases. As wave amplitude increases, the monoclinal rating curve diverges from that for a linear wave, and the maximum Froude number and energy gradient along the profile increase and move toward the leading edge. A monoclinal-diffusion solution for the diffusion wave equations is developed and dynamic wave-diffusion wave comparisons are made over a range of amplitudes with the same case studies used for linear waves. General dimensionless monoclinal-diffusion profiles exist for each depth ratio across the wave, whereas corresponding monoclinal wave profiles exhibit minor, case-specific Froude number dependence. Inertial effects on the monoclinal profiles occur near the leading edge, increase with the wave amplitude and Froude number, and are responsible for the differences between the dimensionless profiles.

Get full access to this article

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

References

1.
Agsorn, S., and Dooge, J. C. I.(1991). “Numerical experiments on the monoclinal rising wave.”J. Hydro., Amsterdam, The Netherlands, 124, 293–306.
2.
Carslaw, H. S., and Jaeger, J. C. (1959). Conduction of Heat in Solids, 2nd Ed., Oxford University Press, New York, 387–388.
3.
Chow, V. T. (1959). Open Channel Hydraulics. McGraw-Hill Inc., New York, 528–537.
4.
Dooge, J. C. I. (1973). “Linear theory of hydrologic systems.”Technical Bulletin No. 1468, U.S. Department of Agriculture, Agricultural Research Service, Washington, D.C.
5.
Dooge, J. C. I., and Harley, B. M. (1967). “Linear routing in uniform open channels.”Proc., Int. Hydro. Symp., Vol. 1, Colorado State Univ., Fort Collins, Colo., 57–63.
6.
Ferrick, M. G.(1985). “Analysis of river wave types.”Water Resour. Res., 21, 209–220.
7.
Ferrick, M. G., Bilmes, J., and Long, S. E.(1984). “Modeling rapidly varied flow in tailwaters.”Water Resour. Res., 20, 271–289.
8.
Hayami, S. (1951). “On the propagation of flood waves.”Bulletin No. 1, Disaster Prevention Res. Inst., Kyoto Univ., Japan.
9.
Henderson, F. M. (1966). Open channel flow. Macmillan, New York, N.Y.
10.
Hunt, B.(1987). “A perturbation solution of the flood-routing problem.”J. Hydr. Res., 25, 215–234.
11.
Kundzewicz, Z. W., and Dooge, J. C. I.(1989). “Attenuation and phase shift in linear flood routing.”Hydrological Sci. J., Oxford, England, U.K., 34, 21–40.
12.
Lighthill, M. J., and Whitham, G. B.(1955). “On kinematic waves. I: Flood movement in long rivers.”Proc., Royal Soc. A, London, 229, 281–316.
13.
Mahmood, K., and Yevjevich, V., eds. (1975). Unsteady flow in open channels. Vol. I, Water Resour. Publ., Fort Collins, Colo., 29–62.
14.
Mendoza, C.(1995). “Discussion of Identification of reservoir flood-wave models, by V. P. Singh and J. Li.”J. Hydr. Res., 33, 420–422.
15.
Menendez, A. N.(1993). “The asymptotic wave form for a space-limited perturbation in open channels.”J. Hydr. Res., 31, 635–650.
16.
Menendez, A. N., and Norscini, R.(1982). “Spectrum of shallow water waves: an analysis.”J. Hydr. Div., ASCE, 108, 75–94.
17.
Ponce, V. M., and Simons, D. B.(1977). “Shallow wave propagation in open channel flow.”J. Hydr. Div., ASCE, 103, 1461–1476.
18.
Ponce, V. M., Li, R. M., and Simons, D. B.(1978). “Applicability of kinematic and diffusion models.”J. Hydr. Div., ASCE, 104, 353–360.
19.
Press, W. H., Teukolsky, S. A., Vetterling, W. T., and Flannery, B. P. (1992). Numerical recipes in FORTRAN, 2nd Ed., Cambridge University Press, New York, N.Y., 123–155, 229–233.
20.
Stoker, J. J. (1957). Water waves. Interscience, New York, N.Y., 482–509.
21.
Whitham, G. B. (1974). Linear and nonlinear waves. Wiley-Interscience, New York, N.Y., 87–91, 339–350.
22.
Woolhiser, D. A., and Liggett, J. A.(1967). “Unsteady one-dimensional flow over a plane—the rising hydrograph.”Water Resour. Res., 3(3), 753–771.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 124Issue 7July 1998
Pages: 728 - 741

History

Published online: Jul 1, 1998
Published in print: Jul 1998

Permissions

Request permissions for this article.

Authors

Affiliations

M. G. Ferrick, Member, ASCE,
Res. Hydro., U.S. Army Cold Regions Res. and Engrg. Lab., Hanover, NH 03755-1290.
N. J. Goodman
Res. Asst., U.S. Army Cold Regions Res. and Engrg. Lab., Hanover, NH.

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