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11.
Numerical method of studying nonlinear interactions between long waves and multiple short waves 总被引:1,自引:0,他引:1 下载免费PDF全文
Although the nonlinear interactions between a single short gravity
wave and a long wave can be solved analytically, the solution is
less tractable in more general cases involving multiple short waves.
In this work we present a numerical method of studying nonlinear
interactions between a long wave and multiple short harmonic waves
in infinitely deep water. Specifically, this method is applied to
the calculation of the temporal and spatial evolutions of the
surface elevations in which a given long wave interacts with several
short harmonic waves. Another important application of our method is
to quantitatively analyse the nonlinear interactions between an
arbitrary short wave train and another short wave train. From
simulation results, we obtain that the mechanism for the nonlinear
interactions between one short wave train and another short wave
train (expressed as wave train 2) leads to the energy focusing of
the other short wave train (expressed as wave train 3). This
mechanism occurs on wave components with a narrow frequency
bandwidth, whose frequencies are near that of wave train 3. 相似文献
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To study the electromagnetic (EM) backscatter characteristics of freak waves at moderate incidence angles, we establish an EM backscattering model for freak waves in (1+1)-dimensional deep water. The nonlinear interaction between freak waves and Bragg short waves is considered to be the basic hydrodynamic spectra modulation mechanism in the model. Numerical results suggest that the EM backscattering intensities of freak waves are less than those from the background sea surface at moderate incidence angles. The normalised radar cross sections (NRCSs) from freak waves are highly polarisation dependent, even at low incidence angles, which is different from the situation for normal sea waves; moreover, the NRCS of freak waves is more polarisation dependent than the background sea surface. NRCS discrepancies between freak waves and the background sea surface with using horizontal transmitting horizomtal (HH) polarisation are larger than those using vertical transmitting vertical (VV) polarisation, at moderate incident angles. NRCS discrepancies between freak waves and background sea surface decreases with the increase of incidence angle, in both HH and VV polarisation radars. As an application, in the synthetic-aperture radar (SAR) imaging of freak waves, we suggest that freak waves should have extremely low backscatter NRCSs for the freak wave facet with the strongest slope. Compared with the background sea surface, the freak waves should be darker in HH polarisation echo images than in VV echo images, in SAR images. Freak waves can be more easily detected from the background sea surface in HH polarisation images than in VV polarisation images. The possibility of detection of freak waves at low incidence angles is much higher than at high incidence angles. 相似文献
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谢涛 《纯粹数学与应用数学》2010,26(5):844-849
为了探讨代数的Cartan矩阵的某些性质与代数分类的关系,通过研究完全域k上的A0型仿射箭图的一个有限维表示的自同态代数的结构与Jordan标准型的关系,并利用Jorelan标准型的组合信息得到了该自同态代数的Cartan矩阵,验证了Cartan矩阵猜想在此情形下不成立.最后提出了一个有关仿射箭图性质的猜想. 相似文献
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证明了两个不同的非零幂等矩阵P,Q的组合A=aP+bQ+cPQ+dQP+ePQP+fQPQ+g(PQ)~2+h(QP)~2+i(QP)~2Q,(其中a,b,c,d,e,f,g,h,i∈C,a,b≠0)在条件(PQ)~2P=(PQ)~2下存在Drazin逆,并且给出其Drazin逆计算公式. 相似文献
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为实现FBG对边坡的稳定性监测,需要对传感器的布设进行优化。楚雄腰站变电站二级边坡,平台宽1.5m,坡角30°,材质为回填土,其背靠变电站,易受大型设备压力作用而影响稳定性。建立实际边坡模型,利用有限元强度折减法分析计算,结果显示,最大塑性应变出现在二级边坡平台表面及其附近。所以在二级边坡平台上布设3根应变桩来实现深层监测,实际监测结果显示,各应变桩最大应变分别:420με、400με、-360με,对应位置分别出现在深度1m、2m、2m处,现场观测平台表面及其附近出现裂缝,结果均能够与仿真优化布设结论较好吻合。 相似文献
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为实现对公路边坡的稳定性安全监测,需要检测边坡的应变变化。元绿公路K77+120~K77+215段为一坡度30°、高度差达65m的边坡,由于土质松散而形成一滑坡地带,在其自然坡面前端挖掘5个30m深钻孔,把光纤Bragg光栅应变传感器分别埋入5个钻孔之中,浇灌水泥使之固定,形成5个应变桩,实现对桩体的应变监测,从而反应边坡的应变变化情况。经过两个月的监测,1孔洞到5孔洞最大应变变化依次为400με、80με、130με、-60με、46με,且依次出现在6m、16m、14m、16m、30m深度的位置。表明此边坡在6m深度及15m深度地层结构比较松散。 相似文献