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pro vyhledávání: '"Giada Varra"'
Autor:
Giada Varra, Renata Della Morte, Mario Tartaglia, Andrea Fiduccia, Alessandra Zammuto, Ivan Agostino, Colin A. Booth, Nevil Quinn, Jessica E. Lamond, Luca Cozzolino
Publikováno v:
Water, Vol 16, Iss 18, p 2592 (2024)
Floods often cause significant damage to transportation infrastructure such as roads, railways, and bridges. This study identifies several topographic, environmental, and hydrological factors (slope, elevation, rainfall, land use and cover, distance
Externí odkaz:
https://doaj.org/article/6687bd726e724cf5a86ffc1cc9c4671c
Publikováno v:
Environmental Sciences Proceedings, Vol 21, Iss 1, p 55 (2022)
Porous shallow-water equations (PSWE) are a mathematical model for urban flooding simulation that has gained popularity because of its modest computational burden. Under certain initial conditions, PSWE may admit multiple exact solutions. This implie
Externí odkaz:
https://doaj.org/article/6ac35efd69c64c04b5b357fb089fd9e9
A novel differential porosity model for urban flooding, namely the Binary Single Porosity model (BSP), is proposed in the present paper. The BSP model, which is derived from the Single Porosity (SP) model by constraining the porosity to attain only t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0113cdf0390f354433933fb237b22a13
https://hdl.handle.net/11588/908223
https://hdl.handle.net/11588/908223
Publikováno v:
Advances in Water Resources. 152:103919
Friction decoupling, i.e. the computation of friction vector components making separate use of the corresponding velocity components, is common in staggered grid models of the SWE simplifications (Zero-Inertia and Local Inertia Approximation), due to
Autor:
Domenico Pianese, Raffaele Castaldo, Luigi Cimorelli, Renata Della Morte, Luca Cozzolino, Giada Varra, Carmine Covelli, Veronica Pepe
Publikováno v:
EPiC Series in Engineering.
The Porous Shallow water Equations are widely used in the context of urban flooding simulation. In these equations, the solid obstacles are implicitly taken into account by averaging the classic Shallow water Equations on a control volume containing