Abstract:Abstract. Nonlinear transformation and runup of long waves of finite amplitude in a basin of variable depth is analyzed in the framework of 1-D nonlinear shallow-water theory. The basin depth is slowly varied far offshore and joins a plane beach near the shore. A small-amplitude linear sinusoidal incident wave is assumed. The wave dynamics far offshore can be described with the use of asymptotic methods based on two parameters: bottom slope and wave amplitude. An analytical solution allows the calculation of i… Show more
“…The details of the derivation of Eq. (3) can be found in (Didenkulova, 2009). Equation (3) describes the wave propagating in any onshore or offshore direction.…”
Section: Introductionmentioning
confidence: 99%
“…However, if we apply the direct perturbation theory to Eq. (3), found with an assumption of smoothly varying depth (see Didenkulova, 2009 for details), which is formally valid at distances smaller than X Br , in the second order of the perturbation theory the field will consist of two harmonics only:…”
Section: Introductionmentioning
confidence: 99%
“…The breaking distance (the distance from the coast, where the wave front becomes vertical) can also be found from Eq. (3) (Didenkulova, 2009). In the case of the non-reflecting beach Eq.…”
Section: Introductionmentioning
confidence: 99%
“…Since the energy flux is conserved in smoothly inhomogeneous medium, further we will call this case adiabatic or WKB approach. The nonlinear transformation of weakly nonlinear long waves in the basin of slowly varying depth is studied in (Varley et al, 1971;Gurtin, 1975;Caputo and Stepanyants, 2003;Didenkulova, 2009) within asymptotic nonlinear WKB approximation for different kinds of bottom profiles. In the case of the weakamplitude wave above the non-reflecting beach Eq.…”
Abstract. Nonlinear effects at the bottom profile of convex shape (non-reflecting beach) are studied using asymptotic approach (nonlinear WKB approximation) and direct perturbation theory. In the asymptotic approach the nonlinearity leads to the generation of high-order harmonics in the propagating wave, which result in the wave breaking when the wave propagates shoreward, while within the perturbation theory besides wave deformation it leads to the variations in the mean sea level and wave reflection (waves do not reflect from "non-reflecting" beach in the linear theory). The nonlinear corrections (second harmonics) are calculated within both approaches and compared between each other. It is shown that for the wave propagating shoreward the nonlinear correction is smaller than the one predicted by the asymptotic approach, while for the offshore propagating wave they have a similar asymptotic. Nonlinear corrections for both waves propagating shoreward and seaward demonstrate the oscillatory character, caused by interference of the incident and reflected waves in the second-order perturbation theory, while there is no reflection in the linear approximation (firstorder perturbation theory). Expressions for wave set-up and set-down along the non-reflecting beach are found and discussed.
“…The details of the derivation of Eq. (3) can be found in (Didenkulova, 2009). Equation (3) describes the wave propagating in any onshore or offshore direction.…”
Section: Introductionmentioning
confidence: 99%
“…However, if we apply the direct perturbation theory to Eq. (3), found with an assumption of smoothly varying depth (see Didenkulova, 2009 for details), which is formally valid at distances smaller than X Br , in the second order of the perturbation theory the field will consist of two harmonics only:…”
Section: Introductionmentioning
confidence: 99%
“…The breaking distance (the distance from the coast, where the wave front becomes vertical) can also be found from Eq. (3) (Didenkulova, 2009). In the case of the non-reflecting beach Eq.…”
Section: Introductionmentioning
confidence: 99%
“…Since the energy flux is conserved in smoothly inhomogeneous medium, further we will call this case adiabatic or WKB approach. The nonlinear transformation of weakly nonlinear long waves in the basin of slowly varying depth is studied in (Varley et al, 1971;Gurtin, 1975;Caputo and Stepanyants, 2003;Didenkulova, 2009) within asymptotic nonlinear WKB approximation for different kinds of bottom profiles. In the case of the weakamplitude wave above the non-reflecting beach Eq.…”
Abstract. Nonlinear effects at the bottom profile of convex shape (non-reflecting beach) are studied using asymptotic approach (nonlinear WKB approximation) and direct perturbation theory. In the asymptotic approach the nonlinearity leads to the generation of high-order harmonics in the propagating wave, which result in the wave breaking when the wave propagates shoreward, while within the perturbation theory besides wave deformation it leads to the variations in the mean sea level and wave reflection (waves do not reflect from "non-reflecting" beach in the linear theory). The nonlinear corrections (second harmonics) are calculated within both approaches and compared between each other. It is shown that for the wave propagating shoreward the nonlinear correction is smaller than the one predicted by the asymptotic approach, while for the offshore propagating wave they have a similar asymptotic. Nonlinear corrections for both waves propagating shoreward and seaward demonstrate the oscillatory character, caused by interference of the incident and reflected waves in the second-order perturbation theory, while there is no reflection in the linear approximation (firstorder perturbation theory). Expressions for wave set-up and set-down along the non-reflecting beach are found and discussed.
“…For more complicated geometry of coastal zone consisting of several pieces with different slopes, the solutions for each region of constant slope are matched (Kânoglu and Synolakis, 1998;Didenkulova, 2009). Simplified solutions in the form of a product of such elementary solutions can be given if the incident wave length is less than a bottom piece length.…”
Abstract. Run-up of long waves on a beach consisting of three pieces of constant but different slopes is studied. Linear shallow-water theory is used for incoming impulse evolution, and nonlinear corrections are obtained for the run-up stage. It is demonstrated that bottom profile influences the run-up characteristics and can lead to resonance effects: increase of wave height, particle velocity, and number of oscillations. Simple parameterization of tsunami source through an earthquake magnitude is used to calculate the run-up height versus earthquake magnitude. It is shown that resonance effects lead to the sufficient increase of run-up heights for the weakest earthquakes, and a tsunami wave does not break on chosen bottom relief if the earthquake magnitude does not exceed 7.8.
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