使痛苦
发表于 2025-3-25 03:48:13
https://doi.org/10.1007/978-3-0348-7382-6 model for the main channel and 2-D model for the floodplain in which the flow is more complex. One solution to couple a 1-D model and a 2-D model is proposed. The two models are based on explicit finite volume schemes solving shallow water equations. Thus, the exchange terms are fluxes calculated o
Mri485
发表于 2025-3-25 08:13:12
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是比赛
发表于 2025-3-25 11:51:53
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BRACE
发表于 2025-3-25 16:52:58
https://doi.org/10.1057/9781137349057 the title seems to promise a lot, and then the number of chapters and the content of some of them seem to be limited. One should keep in mind, however, that the subject of this part was not the main corpus of the conference.
annexation
发表于 2025-3-25 22:06:05
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Adulterate
发表于 2025-3-26 03:38:43
https://doi.org/10.1007/978-3-476-04729-8ization of the equations in conservation form implies the modification of the time derivative of the conserved variable, in the form of a mass/inertia matrix, and extra terms in the flux functions. The effect of this matrix is to slow down wave propagation in the presence of significant bottom slope
sorbitol
发表于 2025-3-26 07:48:37
Advances in Hydroinformatics978-981-4451-42-0Series ISSN 2364-6454 Series E-ISSN 2364-6462
CAMEO
发表于 2025-3-26 12:07:27
Jennifer L. Howell,T. Laine Scalesjects. The various chapters provide to the reader a good idea about the various methodologies applied today to investigate some complex phenomena which have to be carefully understood during engineering projects. Most of the applications are based on numerical models which are currently widely used and applied within projects.
去世
发表于 2025-3-26 16:21:25
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Glucose
发表于 2025-3-26 18:25:14
Susanne Komfort-Hein,Heinz Drüghlting from the large spatial and/or temporal variations of the seabed. The model is derived from a variational principle by choosing the appropriate shallow water ansatz and imposing suitable constraints. Thus, the derivation procedure does not explicitly involve any small parameter.