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Free-surface stability criterion as affected by velocity distribution

January 1, 1995

This paper examines how the velocity distribution of flow in open channels affects the kinematic and dynamic wave velocities, from which the various forms of the Vedernikov number V can be formulated. When V >1, disturbances created in open-channel flow will amplify in the form of roll waves; when V <1, some (though not all) disturbances will attenuate. A study of the Vedernikov stability criterion reveals that it can be readily deduced within the framework of the kinematic and dynamic wave theories by comparing the kinematic wave velocity to the corresponding dynamic wave velocity. -from Author

Publication Year 1995
Title Free-surface stability criterion as affected by velocity distribution
DOI 10.1061/(ASCE)0733-9429(1995)121:10(736)
Authors Chen Cheng-Lung
Publication Type Article
Publication Subtype Journal Article
Series Title Journal of Hydraulic Engineering
Index ID 70018899
Record Source USGS Publications Warehouse