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Propagation and breaking characteristics of solitons and N-wave in fresh water and brine

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TLDR
In this article, the results of the study on the wave propagation and breaking of solitons and N-waves in fresh water and brine are reported, and the experiments were performed in the twin flume facility at the Franzius Institute, Leibniz University of Hannover.
Abstract
In this paper, the results of the study on the wave propagation and breaking of solitons and N-waves in fresh water and brine are reported. The experiments were performed in the twin flume facility at the Franzius Institute, Leibniz University of Hannover. Brine from Dead Sea was used for the study. The objective of the experimental study was to determine the flood safety levels along the banks of the Dead Sea and to arrive at the empirical equations for run-up. A weakly coupled numerical model based on the fully nonlinear potential flow and Navier–Stokes equation was used to validate the experimental results. The proposed numerical model is in good agreement with the present experimental results and the available analytical solutions for run-up estimation. The breaking N-waves were found to have a reduced run-up when compared to breaking solitons. The paper shows that the long wave propagation and run-up in both brine and water has similar characteristics.

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Citations
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A hybrid numerical model based on FNPT-NS for the estimation of long wave run-up

TL;DR: Sriram et al. as mentioned in this paper used the strong coupling between the fully nonlinear potential flow theory (FNPT) at the far field and Navier-Stokes (NS) equations in the nearshore.

Experimental investigation of tsunami runup reduction in the presence of a coastal dune

TL;DR: In this paper , the authors studied the protection of coastal dunes against tsunamis by using laboratory experiments on a laboratory scale model of the dune (rigid surface) on different plane beach slopes.
References
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Journal ArticleDOI

Bottom friction and its effects on periodic long wave propagation

TL;DR: In this article, a new set of Boussinesq-type equations describing the free surface evolution and the corresponding depth-integrated horizontal velocity is derived with the bottom boundary layer effects included.

Pressure Distribution and Vortex Shedding Around a Cylinder due to a Steep Wave at the Onset of Breaking from Physical and Numerical Modeling

TL;DR: In this article, the experimental results based on focused wave interactions with a cylinder are reported, where the focused waves are generated based on the second order wavemaker theory and the pressure time history measured at various locations on the cylinder in the experiments are compared with the numerical model based on weakly coupling of FNPT and commercial NS solver.
Journal ArticleDOI

An efficient method for the numerical calculation of viscous effects on transient long waves

TL;DR: In this paper, the authors explore how the value of the convolution integral can be estimated if only use the values of the variables in a limited number of time steps, and discuss the accuracy and computational cost of this method.

Numerical and Experimental Studies of Moving Cylinder in Uni-directional Focusing Waves

TL;DR: In this paper, an experimental and numerical investigation on the interaction between uni-directional focusing waves and a cylinder was conducted using two numerical tools: Quasi Arbitrary Lagrangian Eulerian Finite Element Method (QALE-FEM) and OpenFOAM.
Proceedings ArticleDOI

The run-up of long waves of different polarity on non-reflecting and flat cross-shore profiles

TL;DR: In this article, the features of long wave run-up of different polarity on a flat and non-reflecting slopes are investigated and a numerical solution was obtained within the framework of the nonlinear shallow water equations and Boussinesq type equations with the help of the CLAWPACK Software package.