2023
DOI: 10.1016/j.jhydrol.2023.129376
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Velocity distribution characteristics for rigid vegetation model with spherical canopy: An analytical study adopting multiple mathematical methods

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“…There are several analytical methods and numerical modeling methods for solving the velocity distribution in vegetated rivers. The analytical solution mainly solves the N-S equation with a vegetation drag force term through determined river boundary conditions [13]. Zhang et al [14] defined two depth-averaged velocities for vegetation areas (including the depth-averaged velocity and vegetation-height-averaged velocity) and obtained analytical solutions for predicting the lateral distribution of the water depth averaged flow velocity.…”
Section: Introductionmentioning
confidence: 99%
“…There are several analytical methods and numerical modeling methods for solving the velocity distribution in vegetated rivers. The analytical solution mainly solves the N-S equation with a vegetation drag force term through determined river boundary conditions [13]. Zhang et al [14] defined two depth-averaged velocities for vegetation areas (including the depth-averaged velocity and vegetation-height-averaged velocity) and obtained analytical solutions for predicting the lateral distribution of the water depth averaged flow velocity.…”
Section: Introductionmentioning
confidence: 99%