Javascript must be enabled to continue!
An asymptotic approximation of the maximum runup produced by a Tsunami wave train entering an inclined bay with parabolic cross section
View through CrossRef
<p>Investigation of the behavior of various types of Tsunami wave trains entering bays is of practical importance for coastal hazard assessments. The linear shallow water equations admit two types of solutions inside an inclined bay with parabolic cross section: Energy transmitting modes and decaying modes. In low frequency limit there is only one mode susceptible of transmitting energy to the inland tip of the bay. The decay rates of decaying modes are controlled by the boundary conditions at the sides of the bay. Therefore a complicated eigenvalue problem needs to be solved in order to compute these decay rates. To determine the amplitude of the energy transmitting mode one should solve an integral equation, involving not just the energy transmitting mode but also decaying modes, the scattered field into the open sea, the incident wave and the reflected wave in the open sea. However, in the long wave limit, all these complications can be avoided if one applies the Dirichlet boundary conditions at the open boundary. That is to take the displacement of the free surface at the open boundary being equal to the twice of the disturbance associated with the incident wave in the open sea, just like a wall boundary condition. The runup produced by the solution obtained from this Dirichlet boundary condition, can be easily calculated using a series of images. In this model no energy is allowed to escape from the bay therefore the error arising from the simplification of the boundary conditions at the open boundary grows with time. Nevertheless the maximum runup occurs before this error becomes significant. If the characteristic wavelength of the incident wave train is equal to 5 times the width of the bay then this simple solution overestimates the first maximum of the runup only by %15 compared to the &#8220;exact&#8221; solution derived from the integral equation. This overestimation is partly due to the fact that Dirichlet boundary conditions violates the continuity of depth integrated velocities. The solution associated with Dirichlet boundary condition is perturbed in order to match fluxes inside and outside of the bay. This perturbation does not use the decaying modes inside the bay. The height of the first maximum of the runup coming from the perturbation theory is in excellent agreement with that obtained using the integral equation. This perturbation theory can also be applied to narrow bays with arbitrary cross section as long as their depth does not not change in the longitudinal direction.</p>
Title: An asymptotic approximation of the maximum runup produced by a Tsunami wave train entering an inclined bay with parabolic cross section
Description:
<p>Investigation of the behavior of various types of Tsunami wave trains entering bays is of practical importance for coastal hazard assessments.
The linear shallow water equations admit two types of solutions inside an inclined bay with parabolic cross section: Energy transmitting modes and decaying modes.
In low frequency limit there is only one mode susceptible of transmitting energy to the inland tip of the bay.
The decay rates of decaying modes are controlled by the boundary conditions at the sides of the bay.
Therefore a complicated eigenvalue problem needs to be solved in order to compute these decay rates.
To determine the amplitude of the energy transmitting mode one should solve an integral equation, involving not just the energy transmitting mode but also decaying modes, the scattered field into the open sea, the incident wave and the reflected wave in the open sea.
However, in the long wave limit, all these complications can be avoided if one applies the Dirichlet boundary conditions at the open boundary.
That is to take the displacement of the free surface at the open boundary being equal to the twice of the disturbance associated with the incident wave in the open sea, just like a wall boundary condition.
The runup produced by the solution obtained from this Dirichlet boundary condition, can be easily calculated using a series of images.
In this model no energy is allowed to escape from the bay therefore the error arising from the simplification of the boundary conditions at the open boundary grows with time.
Nevertheless the maximum runup occurs before this error becomes significant.
If the characteristic wavelength of the incident wave train is equal to 5 times the width of the bay then this simple solution overestimates the first maximum of the runup only by %15 compared to the &#8220;exact&#8221; solution derived from the integral equation.
This overestimation is partly due to the fact that Dirichlet boundary conditions violates the continuity of depth integrated velocities.
The solution associated with Dirichlet boundary condition is perturbed in order to match fluxes inside and outside of the bay.
This perturbation does not use the decaying modes inside the bay.
The height of the first maximum of the runup coming from the perturbation theory is in excellent agreement with that obtained using the integral equation.
This perturbation theory can also be applied to narrow bays with arbitrary cross section as long as their depth does not not change in the longitudinal direction.
</p>.
Related Results
Analysis of the tsunami amplification effect by resonance in Yeongil Bay
Analysis of the tsunami amplification effect by resonance in Yeongil Bay
Predicting tsunami hazards based on the tsunami source, propagation, runup patterns is critical to protect humans and property. Potential tsunami zone, as well as the historical ts...
A comparative analysis of machine learning algorithms for predicting wave runup
A comparative analysis of machine learning algorithms for predicting wave runup
AbstractThe present study uses nine machine learning (ML) methods to predict wave runup in an innovative and comprehensive methodology. Unlike previous investigations, which often ...
Building resilient coastlines: A comprehensive physics-based tsunami hazard model for Aotearoa New Zealand
Building resilient coastlines: A comprehensive physics-based tsunami hazard model for Aotearoa New Zealand
Tsunamis have the potential to cause catastrophic damage to coastal communities. In Aotearoa New Zealand, where 3.5 million people reside within 5 km of the coast, the threat of ex...
Tsunami risk perception in Central and Southern Italy, 2021
Tsunami risk perception in Central and Southern Italy, 2021
<p>The tsunami risk perception survey is promoted by the Tsunami Alert Centre of the National Institute of Geophysics and Volcanology, operating within the Italian Sy...
Parabolic quantitative rectifiability
Parabolic quantitative rectifiability
The purpose of this thesis is to develop a parabolic analog of uniform rectifiability. First, we provide a very general result concerning corona decompositions and the big pieces f...
Longitudinal assessment of tsunami knowledge in an Italian school.
Longitudinal assessment of tsunami knowledge in an Italian school.
Italy is at tsunami risk, a phenomenon characterized by low frequency of occurrence that can cause widespread and destructive impact on coastlines.The activities carried out by the...
Tsunami Ionospheric Monitoring Across the Pacific Ocean and the Southern Atlantic
Tsunami Ionospheric Monitoring Across the Pacific Ocean and the Southern Atlantic
<p><span>As tsunamis propagate across open oceans, they remain largely unseen due to the lack of</span><br><span&...
On the Resonance Hypothesis of Tsunami and Storm Surge Runup
On the Resonance Hypothesis of Tsunami and Storm Surge Runup
Abstract. Resonance has recently been proposed as the fundamental underlying mechanism that shapes the amplification in coastal runup for both Tsunamis and storm surges. It is with...

