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- W2074032924 abstract "There are three characteristic speeds in open channel hydraulics: (1) the mean flow velocity u , (2) the relative celerity of kinematic waves υ, and (3) the relative celerity of dynamic waves w . These three speeds give rise to two independent dimensionless ratios: (1) the dimensionless relative celerity of kinematic waves c k = υ/ u , and (2) the dimensionless relative celerity of dynamic waves c d = w / u , The reciprocal of c d is the Froude number Fr = u / w . The Vedernikov number is the third ratio V = υ/ w . Recent developments in the linear theory of surface runoff show that the Vedernikov number has a significant role in extending the concept of hydraulic diffusivity to the realm of dynamic waves. This new perspective makes possible the modeling of catchment dynamics using diffusion waves and including inertial effects, under a wide range of boundary friction and cross‐sectional shape specifications." @default.
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- W2074032924 date "1991-07-01" @default.
- W2074032924 modified "2023-09-27" @default.
- W2074032924 title "New perspective on the Vedernikov Number" @default.
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- W2074032924 doi "https://doi.org/10.1029/91wr01033" @default.
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