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High-Velocity Flow in Open Channels: A Symposium: Design of Channel Curves for Supercritical Flow
Characteristics of flows around curved sections of open channels at velocities greater than the wave velocity (that is, F > 1) are discussed in this paper. In sim'ple curves such flows produce cross-wave disturbance patterns which also persist for long distances in the downstream tangent. These disturbance patterns indicate nonequilibrium conditions whose basic cause (when F > 1) is that disturbances cannot be propagated upstream or even directly across the channel.
High-Velocity Flow in Open Channels: A Symposium: Design of Channel Curves for Supercritical Flow
Characteristics of flows around curved sections of open channels at velocities greater than the wave velocity (that is, F > 1) are discussed in this paper. In sim'ple curves such flows produce cross-wave disturbance patterns which also persist for long distances in the downstream tangent. These disturbance patterns indicate nonequilibrium conditions whose basic cause (when F > 1) is that disturbances cannot be propagated upstream or even directly across the channel.
High-Velocity Flow in Open Channels: A Symposium: Design of Channel Curves for Supercritical Flow
Knapp, Robert T. (Autor:in)
Transactions of the American Society of Civil Engineers ; 116 ; 296-325
01.01.2021
301951-01-01 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
High velocity flow in open channels -- Symposium
Engineering Index Backfile | 1950
High-Velocity flow in open channels -- Symposium
Engineering Index Backfile | 1949