2018
DOI: 10.1017/s0962492918000028
|View full text |Cite
|
Sign up to set email alerts
|

Finite-volume schemes for shallow-water equations

Abstract: Shallow-water equations are widely used to model water flow in rivers, lakes, reservoirs, coastal areas, and other situations in which the water depth is much smaller than the horizontal length scale of motion. The classical shallow-water equations, the Saint-Venant system, were originally proposed about 150 years ago and still are used in a variety of applications. For many practical purposes, it is extremely important to have an accurate, efficient and robust numerical solver for the Saint-Venant system and … Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1
1

Citation Types

0
51
0
2

Year Published

2018
2018
2024
2024

Publication Types

Select...
8

Relationship

1
7

Authors

Journals

citations
Cited by 83 publications
(53 citation statements)
references
References 152 publications
(339 reference statements)
0
51
0
2
Order By: Relevance
“…The coefficients {( r 1 ) k , ( r 2 ) k , ( r 3 ) k } M k=0 , as well as { α k } M k=0 are calculated via discrete Legendre transform (DLT) and inverse discrete Legendre transform (IDLT), which can be briefly described as follows. 20 • DLT: First, the Galerkin projection applied to the expansion f (…”
mentioning
confidence: 99%
“…The coefficients {( r 1 ) k , ( r 2 ) k , ( r 3 ) k } M k=0 , as well as { α k } M k=0 are calculated via discrete Legendre transform (DLT) and inverse discrete Legendre transform (IDLT), which can be briefly described as follows. 20 • DLT: First, the Galerkin projection applied to the expansion f (…”
mentioning
confidence: 99%
“…The patch scheme could be based upon alternative microscale systems such as finite element, or finite volume methods [23,24, e.g. ], or a particle‐based method such as lattice Boltzmann [25, e.g.…”
Section: Stagger Patches Of Staggered Microcode In 2d Spacementioning
confidence: 99%
“…The shallow water equations are (as described earlier), a nonlinear hyperbolic system of PDEs. These are commonly known as very complicated systems to solve, because of the non-smooth solutions which could also contain shock and rarefaction waves, and the possible discontinuities (occurs due to discontinuous bottom topography or cross section) (Kurganov, 2018). Further, the numerical solutions could break down even for a system with smooth initial data and no discontinuities.…”
Section: Model Reduction For Non-prismatic Channelmentioning
confidence: 99%
“…Further, the numerical solutions could break down even for a system with smooth initial data and no discontinuities. Therefore, solving the shallow water equations in a stable and accurate manner, specially for a nonprismatic channel (with discontinuities) is a difficult task (Kurganov, 2018). There are well-balanced and well-developed numerical schemes available, which address these issues.…”
Section: Model Reduction For Non-prismatic Channelmentioning
confidence: 99%