Plane Beach(平面海滩)研究综述
Plane Beach 平面海滩 - Numerical simulations and laboratory measurements are presented of multi-directional focused wave groups interacting with a plane beach. [1] The vertical profile of longshore currents is well described by the power-type formula with a = 1/10 for a plane beach. [2] The weakly-compressible SPH code DualSPHysics was applied to simulate wave breaking over two distinct bathymetric profiles (a plane beach and fringing reef) and compared to experimental flume measurements of waves, flows, and mean water levels. [3] Moreover, the numerical model is tested for simulating regular wave breaking on a plane beach of Ting and Kirby (Coast. [4] —The nonlinear problem of run-up of a long wave on a plane beach in presence of a tide is solved within nonlinear shallow water theory using the Carrier–Greenspan approach. [5] This study examines the effects of Stokes drift on pollutant transport within the surf zone on a plane beach both numerically and experimentally. [6] Here we study the nonlinear deformation and run-up of long single waves of positive polarity in the conjoined water basin, which consists of the constant depth section and a plane beach. [7] Here we study the nonlinear deformation and run-up of long single waves of positive polarity in the conjoined water basin, which consists of the constant depth section and a plane beach. [8] We analytically solve the nonlinear shallow water theory for the tsunami run-up on a plane beach in the presence of tide and show that over a plane beach the tide in the nearshore zone can be considered static (uniform in space and frozen in time). [9] The results present not only that a low-frequency waves are enhanced by shoaling and breaking processes due to the bi-linear slope beach compare to the analytical solution on plane beach but that the series of wave run-ups are dominant by the low-frequency wave induced by the transient-focused wave groups. [10]数值模拟和实验室测量提出了与平面海滩相互作用的多方向聚焦波群。 [1] 岸流的垂直剖面可以通过功率型公式很好地描述，对于平面海滩，a = 1/10。 [2] 弱可压缩 SPH 代码 DualSPHysics 用于模拟两个不同测深剖面（平面海滩和边缘礁）的波浪破裂，并与波浪、流量和平均水位的实验水槽测量值进行比较。 [3] 此外，数值模型在 Ting 和 Kirby (Coast. [4] — 在存在潮汐的情况下，长波在平面海滩上的非线性上升问题在非线性浅水理论中使用 Carrier-Greenspan 方法解决。 [5] 本研究通过数值和实验检验了斯托克斯漂移对平面海滩冲浪区内污染物迁移的影响。 [6] 在这里，我们研究了由恒定深度截面和平面海滩组成的连体水盆地中正极性长单波的非线性变形和上升。 [7] 在这里，我们研究非线性变形和启动 连体盆地的正极性长单波， 由恒定深度部分和平面海滩组成。 [8] 我们分析解决了平面海滩上存在潮汐时海啸上升的非线性浅水理论，并表明在平面海滩上，近岸带的潮汐可以被认为是静态的（空间均匀，时间冻结）。 [9] 结果表明，与平面海滩的解析解相比，由于双线性坡滩的浅滩和破碎过程使低频波增强，而且一系列的波浪上升以低频为主。由瞬态聚焦波群引起的波。 [10]