2020
DOI: 10.1016/j.jenvman.2020.110784
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Level-set methods applied to the kinematic wave equation governing surface water flows

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Cited by 5 publications
(2 citation statements)
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“…Two numerical examples, referred to as Case 1 and Case 2, are presented. Case 1 deals with the practical problem of abrupt water release from Chan Thnal Reservoir located in Cambodia into an initially dry bed of its irrigation canal (Mean et al, 2020). Case 2 deals with a hypothetical problem under the smoothness of all input.…”
Section: Numerical Examples and Discussionmentioning
confidence: 99%
See 1 more Smart Citation
“…Two numerical examples, referred to as Case 1 and Case 2, are presented. Case 1 deals with the practical problem of abrupt water release from Chan Thnal Reservoir located in Cambodia into an initially dry bed of its irrigation canal (Mean et al, 2020). Case 2 deals with a hypothetical problem under the smoothness of all input.…”
Section: Numerical Examples and Discussionmentioning
confidence: 99%
“…Such a phenomenon is intrinsic to first-order quasilinear partial differential equations (FOQLPDEs), including the kinematic wave model, the Kynch's sedimentation model (Bürger and Wendland, 2001), the compressible Euler equations (Chen et al, 2017), and traffic flow models (Corli and Malaguti, 2021). Conversely, treatment of the kinematic wave model not as a FOQLPDE but a Hamilton-Jacobi type leads to inconsistency as in Mean et al (2020). Those properties are well-known among mathematicians since Oleĭnik (1957) established the theory of FOQLPDEs in 1D domains, considering generalized solutions in the space of measurable and bounded functions.…”
Section: Introductionmentioning
confidence: 99%