2016
DOI: 10.5862/mce.66.5
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Laboratory and numerical study of waves in the port area

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Cited by 13 publications
(4 citation statements)
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“…The choice of ARTEMIS as one of the three components of the interactive model developed in this project, along with its status as a freely distributed code, is also due to: successful testing of ARTEMIS for a large number of seaport projects, for example [14][15][16][17], as well as a set of tests, which, in comparison with the measurement data, are presented in the model documentation; the availability of both a version for regular waves and a spectral version of the model.…”
Section: Methodsmentioning
confidence: 99%
“…The choice of ARTEMIS as one of the three components of the interactive model developed in this project, along with its status as a freely distributed code, is also due to: successful testing of ARTEMIS for a large number of seaport projects, for example [14][15][16][17], as well as a set of tests, which, in comparison with the measurement data, are presented in the model documentation; the availability of both a version for regular waves and a spectral version of the model.…”
Section: Methodsmentioning
confidence: 99%
“…The calculation of the wave mode of the coastal zone or enclosed sea area on the basis of linear refraction-diffraction models of shallow slopes equated (equation) [10][11][12] in the stable elliptical or unstable hyperbolic configuration (shape) of mild slopes equated (equation) [13,14]. Nonlinear wave models in terms of coastal hydraulic engineering have become increasingly used in recent decades, both in hydrostatic approximation -that are the shallow water equations, and in nonhydrostatic approximation -that are Bussinesq-type nonlinear dispersion equations.…”
Section: Methodsmentioning
confidence: 99%
“…Расчет волнового режима прибрежной зоны или огражденной морской акватории на основе ли-нейных рефракционно-дифракционных моделей уравнений пологих склонов [10][11][12] в стационарной эллиптической форме или нестационарной гипербо-лической форме уравнений пологих склонов [13,14]. Нелинейные волновые модели в задачах береговой гидротехники стали все активнее использоваться в последние десятилетия как в гидростатическом приближении -это уравнения мелкой воды, так и в негидростатическом приближении -нелинейно дисперсионные уравнения типа Буссинеска.…”
Section: материалы и методыunclassified
“…The choice of this complex was caused an unstructured mesh that provides more accurate representation of the area, what is the main advantage of MIKE 21. The application of the 2D model is considered to be sufficiently accurate to describe the construction area [6].…”
Section: Methodsmentioning
confidence: 99%