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| 1 | Analytical and numerical studies for Seiches in a closed basin with bottom friction显示文摘A standing wave oscillation in a closed basin,known as a seiche,could cause destruction when its period matches the period of another wave generated by external forces such as wind,quakes,or abrupt changes in atmospheric pressure.It is due to the resonance phenomena that allow waves to have higher amplitude and greater energy,resulting in damages around the area.One condition that might restrict the resonance from occurring is when the bottom friction is present.Therefore,a modified mathematical model based on the shallow water equations will be used in this paper to investigate resonance phenomena in closed basins and to analyze the effects of bottom friction on the phenomena.The study will be conducted for several closed basin shapes.The model will be solved analytically and numerically in order to determine the natural resonant period of the basin,which is the period that can generate a resonance.The computational scheme proposed to solve the model is developed using the staggered grid finite volume method.The numerical scheme will be validated by comparing its results with the analytical solutions.As a result of the comparison,a rather excellent compatibility between the two results is achieved.Furthermore,the impacts that the friction coefficient has on the resonance phenomena are evaluated.It is observed that in the prevention of resonances,the bottom friction provides the best performance in the rectangular type while functioning the least efficient in the triangular basin.In addition,non-linearity effect as one of other factors that provide wave restriction is also considered and studied to compare its effect with the bottom friction effect on preventing resonance. | I.Magdalena H.Q.Rif'atin A.Mauditra A.Matin | 2020 | Theoretical & Applied Mechanics Letters2020，10，6： | 1 |
| 2 | Wave Interaction with an Emerged Porous Media显示文摘In this paper,we study wave interaction with an emerged porous media.The governing equation is shallow water equations with a friction term of the linearized Dupuit-Forcheimer’s formula.From the continuity of surface and horizontal flux,we derived the wave reflection and transmission coefficient formulas.They are similar with the corresponding formulas of the submerged solid bar breakwater.We solve the equations numerically using finite volume method on a staggered grid.The numerical wave reduction in the porous media confirms the analytical wave transmission curve. | I.Magdalena S.R.Pudjaprasetya L.H.Wiryanto | 2014 | Advances in Applied Mathematics and Mechanics2014，6，5： | 0 |
| 3 | Two-Layer Non-Hydrostatic Model for Generation and Propagation of Interfacial Waves显示文摘When pycnocline thickness of ocean density is relatively small, density stratification can be well represented as a two-layer system. In this article, a depth integrated model of the two-layer fluid with constant density is considered,and a variant of the edge-based non-hydrostatic numerical scheme is formulated. The resulting scheme is very efficient since it resolves the vertical fluid depth only in two layers. Despite using just two layers, the numerical dispersion is shown to agree with the analytical dispersion curves over a wide range of kd, where k is the wave number and d the water depth. The scheme was tested by simulating an interfacial solitary wave propagating over a flat bottom, as well as over a bottom step. On a laboratory scale, the formation of an interfacial wave is simulated,which also shows the interaction of wave with a triangular bathymetry. Then, a case study using the Lombok Strait topography is discussed, and the results show the development of an interfacial wave due to a strong current passing through a sill. | S.R.Pudjaprasetya I.Magdalena | 2019 | China Ocean Engineering2019，33，1： | 0 |
| 4 | Analytical and numerical studies for seiches in a closed basin with various geometric shapes of longitudinal section显示文摘Seiches are long-period standing waves with a unique period called a natural resonant period,during which the phenomenon of resonance occurs.The occurrence of resonance in coastal areas can cause destruction to surrounding natural and man-made structures.By determining the resonant period of a given basin,we can pinpoint the conditions that allow waves to achieve resonance.In this study,a mathematical model is developed from the shallow water equations to examine seiches and resonances in various types of closed basin.The developed model is solved analytically using the separation of variables method to determine the seiches’fundamental resonant periods.Comparisons between the analytical solutions and experimental measurements for resonant periods are also provided.It is shown that the analytical resonant period confirms the experimental data for closed basin of various geometric profiles.Using a finite volume method on a staggered grid,the model is solved numerically to simulate the wave profile when resonance phenomenon occurs.Through those numerical simulations,we also obtain the fundamental resonant period for each basin which agrees with the derived analytical period. | I.Magdalena N.Karima H.Q.Rif’atin | 2021 | Theoretical & Applied Mechanics Letters2021，11，3： | 0 |
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