New formulation of the two-dimensional steep-slope shallow water equations. Part II: Numerical modeling, validation, and application-Reference-Cited by-同舟云学术

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New formulation of the two-dimensional steep-slope shallow water equations. Part II: Numerical modeling, validation, and application

Published:2023-07 Issue: Volume:177 Page:104403
ISSN:0309-1708
Container-title:Advances in Water Resources
language:en
Short-container-title:Advances in Water Resources

Author:

Maranzoni Andrea^ORCID,Tomirotti Massimo

Publisher

Elsevier BV

Subject

Water Science and Technology

Reference87 articles.

1. The dam-break problem for Herschel-Bulkley viscoplastic fluids down steep flumes;Ancey;J. Non-Newton. Fluid Mech.,2009

2. An exact solution for ideal dam-break floods on steep slopes;Ancey;Water Resour. Res.,2008

3. ANSYS Fluent 18.0, 2017. ANSYS Inc., Canonsburg, USA.

4. Run-up and backwash bore formation from dam-break flow on an inclined plane;Antuono;J. Fluid Mech.,2009

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1. Partial dam-break wave characteristics due to partial gate opening;Ocean Engineering;2024-08

2. Instabilities of a dam-break wave of power-law fluids;Physics of Fluids;2023-10-01

3. Three-Dimensional Numerical Modelling of Real-Field Dam-Break Flows: Review and Recent Advances;Water;2023-08-31

4. Nature-Based Solutions for Flood Mitigation and Soil Conservation in a Steep-Slope Olive-Orchard Catchment (Arquillos, SE Spain);Applied Sciences;2023-02-23

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