TECHNICAL NOTES
Jun 1, 1993

Verification of Theory of Roll‐Wave Formation

Publication: Journal of Hydraulic Engineering
Volume 119, Issue 6

Abstract

The Vedernikov number V>1 is the necessary condition for roll‐wave formation. Using the theory of linear stability, Ponce and Simons in 1977 confirmed the Vedernikov criterion for turbulent Chezy friction in hydraulically wide channels. In addition, they identified the scale of the disturbances under which roll waves are most likely to develop. Brock, in 1967, experimentally studied roll‐wave propagation using a laboratory flume. Using Brock's data, an experimental verification of Ponce and Simons' theory is presented. Results show that dimensionless wave numbers corresponding to the roll waves documented by Brock's study plot near the peak of the theoretical functional relation of logarithmic decrement Δ versus dimensionless wave number σ. The analysis confirms that roll waves are most likely to form for large positive values of the logarithmic decrement (δ>0.2), located within a narrow center band of dimensionless wave numbers. In a practical setting, this knowledge can be used to promote or inhibit the development of roll waves.

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References

1.
Brock, R. R. (1967). “Development of roll waves in open channels.” Rep. No. KH‐R‐16, W. M. Keck Laboratory of Hydraulics and Water Resources, California Institute of Technology, Pasadena, Calif.
2.
Chow, V. T. (1959). Open‐channel hydraulics, McGraw‐Hill, New York, N.Y.
3.
Craya, A. (1952). “The criterion of the possibility of roll wave formation.” Gravity Waves, National Bureau of Standards Circular No. 521, National Bureau of Standards, Washington, D.C., 141–151.
4.
Iwasa, Y. (1954). “The criterion for the instability of steady uniform flows in open channels.” Memoirs of the Faculty of Engineering, Kyoto University, Kyoto, Japan, 16(6), 264–275.
5.
Liggett, J. A. (1975). “Stability—Chapter 6,” Unsteady flow in open channels, Vol. 1, K. Mahmood and V. Yevjevich, eds., Water Resources Publications, Fort Collins, Colo., 259–281.
6.
Mayer, P. G. W. (1957). “A study of roll waves and slug flows in inclined open channels,” PhD dissertation, Cornell University, Ithaca, N.Y.
7.
Ponce, V. M., and Simons, D. B. (1977). “Shallow wave propagation in open channel flow.” J. Hydr. Div., ASCE, 103(12), 1461–1476.
8.
Ponce, V. M. (1991). “New perspective on the Vedernikov number,” Water Resour. Res., 27(7), 1777–1779.
9.
Vedernikov, V. V. (1945). “Conditions at the front of a translation wave disturbing a steady motion of a real fluid,” U.S.S.R. Academy of Sciences Comptes Rendus (Doklady), 48(4), 239–242.
10.
Vedernikov, V. V. (1946). “Characteristics features of a liquid flow in an open channel.” U.S.S.R. Academy of Sciences Comptes Rendus (Doklady), 52(3), 207–210.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 119Issue 6June 1993
Pages: 768 - 773

History

Received: May 17, 1991
Published online: Jun 1, 1993
Published in print: Jun 1993

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Authors

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Victor M. Ponce, Member, ASCE
Prof. of Civ. Engrg., San Diego State Univ., San Diego, CA 92182
Michael P. Maisner
Asst. Civ. Engr., Calif. Dept. of Water Resour., Southern Dist., Glendale, CA 91203

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