An Enhanced Depth-integrated Model for Flows over a Negative Step with Hydraulic Jump
E3S Web Conf., 40 (2018) 05017
Published online: 2018-09-05
Articles citing this article
The Citing articles tool gives a list of articles citing the current article.
The citing articles come from EDP Sciences database, as well as other publishers participating in CrossRef Cited-by Linking Program. You can set up your personal account to receive an email alert each time this article is cited by a new article (see the menu on the right-hand side of the abstract page).
Cited article:
This article has been cited by the following article(s):
The effect of channel meander on flow resistance with different aspect ratio, bed roughness, and sinuosity: fixed-flatbed cases
F.P. Lugina and T. UchidaJournal of Hydrology 666 134864 (2026)
https://doi.org/10.1016/j.jhydrol.2025.134864
Dam break flow through rigid-emergent vegetation
Adel A. Mahmoud and Tatsuhiko UchidaExperiments in Fluids 65 (11) (2024)
https://doi.org/10.1007/s00348-024-03901-1
How hydraulic jumps form downstream of a negative step with channel expansion: experimental and numerical investigations of the transitions between wave jumps and submerged jets
Tatsuhiko Uchida and Daisuke KobayashiEnvironmental Fluid Mechanics 24 (4) 567 (2024)
https://doi.org/10.1007/s10652-023-09966-6
Experimental and numerical investigation of breaking bores in straight and meandering channels with different Froude numbers
Daisuke Kobayashi and Tatsuhiko UchidaCoastal Engineering Journal 64 (3) 442 (2022)
https://doi.org/10.1080/21664250.2022.2118431
Nonhydrostatic Formulation of Unsteady Single and Two-Layer Flow over Topography
Ladan Homayoon and Mirmosadegh JamaliJournal of Hydraulic Engineering 147 (2) (2021)
https://doi.org/10.1061/(ASCE)HY.1943-7900.0001826