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A non-homogeneous boundary-value problem for the Korteweg-de Vries equation in a quarter plane

机译:四分之一平面中Korteweg-de Vries方程的非齐次边值问题

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The Korteweg-de Vries equation was first derived by Boussinesq and Korteweg and de Vries as a model for long-crested small-amplitude long waves propagating on the surface of water. The same partial differential equation has since arisen as a model for unidirectional propagation of waves in a variety of physical systems. In mathematical studies, consideration has been given principally to pure initial-value problems where the wave profile is imagined to be determined everywhere at a given instant of time and the corresponding solution models the further wave motion. The practical, quantitative use of the Korteweg-de Vries equation and its relatives does not always involve the pure initial-value problem. Instead, initial-boundary-value problems often come to the fore. A natural example arises when modeling the effect in a channel of a wave maker mounted at one end, or in modeling near-shore zone motions generated by waves propagating from deep water. Indeed, the initial-boundary-value problem [GRAPHICS] studied here arises naturally as a model whenever waves determined at an entry point propagate into a patch of a medium for which disturbances are governed approximately by the Korteweg-de Vries equation. The present essay improves upon earlier work on (0.1) by making use of modern methods for the study of nonlinear dispersive wave equations. Speaking technically, local well-posedness is obtained for initial data phi in the class H-s (R+) for s > 3/4 and boundary data h in H-loc((1+s)/3) (R+), whereas global well-posedness is shown to hold for phi is an element of H-s (R+); h is an element of H-loc(7+3s/12) (R+) when1 less than or equal to s less than or equal to 3, and for phi is an element of H-s (R+); h is an element of H-loc((s+1)/3) (R+) when s greater than or equal to 3. In addition, it is shown that the correspondence that associates to initial data phi and boundary data h the unique solution u of (0.1) is analytic. This implies, for example, that solutions may be approximated arbitrarily well by solving a finite number of linear problems. [References: 67]
机译:Korteweg-de Vries方程最初是由Boussinesq和Korteweg和de Vries推导的,它是在水表面传播的长波小振幅长波的模型。此后,出现了相同的偏微分方程,作为在各种物理系统中单向传播波的模型。在数学研究中,主要考虑了纯粹的初值问题,在该问题中,可以想象到在给定的时刻到处都可以确定波动曲线,并且相应的解决方案可以模拟进一步的波动。 Korteweg-de Vries方程及其亲属的实际,定量使用并不总是涉及纯初值问题。取而代之的是,最初的边值问题经常浮出水面。一个自然的例子是对一端安装的造波器的通道中的效果进行建模,或者对深水传播的波浪所产生的近岸区域运动进行建模。的确,每当在入口点确定的波传播到介质的斑块时,此处研究的初始边界值问题[GRAPHICS]就会自然地作为模型出现,对此介质的扰动大约由Korteweg-de Vries方程控制。本文通过使用现代方法研究非线性色散波动方程,对(0.1)的早期工作进行了改进。从技术上讲,对于s> 3/4的Hs(R +)类中的初始数据phi,对于H> loc((1 + s)/ 3)(R +),可获得边界数据h的局部适定性。 -姿势表明对φ是Hs(R +)的元素成立;当1小于或等于s小于或等于3时,h是H-loc(7 + 3s / 12)(R +)的元素,而phi是H-s(R +)的元素;当s大于或等于3时,h是H-loc((s + 1)/ 3)(R +)的元素。此外,还表明与初始数据phi和边界数据h相关的对应关系唯一(0.1)的解u是解析的。例如,这意味着可以通过解决有限数量的线性问题来很好地近似解。 [参考:67]

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