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Closure

Closure to “A remark on finite volume methods for 2D shallow water equations over irregular bottom topography” by Cristiana Di Cristo, Massimo Greco, Michele Iervolino, Riccardo Martino and Andrea Vacca

J. Hydraulic Res., 2020, 59(2), 337–344, 10.1080/00221686.2020.1744752

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Pages 1038-1039 | Published online: 11 Nov 2021
 
This article refers to:
A remark on finite volume methods for 2D shallow water equations over irregular bottom topography
A remark on finite volume methods for 2D shallow water equations over irregular bottom topography By Cristiana Di Cristo, Massimo Greco, Michele Iervolino, Riccardo Martino and Andrea Vacca

Notation

C=

Chezy coefficient (−)

g=

gravity acceleration (m s−2)

h=

flow depth (m)

q=

component along x of the unit width discharge vector (m2 s−1)

p=

component along y of the unit width discharge vector (m2 s−1)

Vy=

component along y of the vector of auxiliary variables

z=

bottom elevation (m)

η=

free surface elevation (m)

Subscripts

i, j=

indexes of the computational cell along x and y, respectively

Superscripts

L, R=

left and right side of the interface, respectively

T=

transpose

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