Research Article
Dec 1970

Periodic Permanent Roll Waves

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Publication: Journal of the Hydraulics Division
Volume 96, Issue 12

Abstract

Two theories for periodic permanent roll waves are presented which are based on the shallow-water wave equations for the gradually varied portion of the wave profile, and the shock conditions for the rapidly varied portion. In the first theory the channel slope, S0, is assumed to be sufficiently small that the weight of the shock can be neglected in the shock condition. Comparison of results from this theory for small S0 with experimental results reveals good agreement for S0 = 0.019, but rather large discrepancies for S0 = 0.050, 0.084, and 0.12. In the second theory the shock weight is included in the shock condition. Using the measured shock profiles to evaluate the weight of the shock yields theoretical predictions which are in substantial agreement with the experimental results.

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Journal of the Hydraulics Division
Volume 96Issue 12December 1970
Pages: 2565 - 2580

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Published in print: Dec 1970
Published online: Feb 3, 2021

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Richard R. Brock, AM.ASCE
Asst. Prof. of Civ. Engrg., Univ. of Calif., Irvine, Calif.

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