共查询到19条相似文献，搜索用时 187 毫秒
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提出了一种新型内波造波方法——箱内垂荡板式造波.应用FLUENT软件的有限体积法,采用k-ε两方程湍流模型封闭RANS方程作为求解控制方程,建立二维数值内波水槽.通过模仿物理造波机运动的数值模拟结果比较表明:箱内垂荡板式造波机生成的内波与理论解十分吻合,与双板联动式造波和平板拍击式造波相比,控制简单,对自由水面的扰动小... 相似文献
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本文介绍了作者们设计并制造的小型内波实验水槽系统,它包括水槽、双缸法供水系统、造波与消波装置以及量测与显示手段。实验表明,此系统性能良好,可进行内波科研与教学实验。 相似文献
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利用合成孔径雷达(SAR)图像研究海洋内波具有其他遥感探测及实地海洋测量不可替代的优势,然而从SAR数据中提取内波参数的方法却往往由于人工选取的位置不同使得反演的内波参数产生不同的偏差,为了尽量避免人工操作带来的误差并有效反演内波参数,文中提出了一种SAR图像海洋内波波向与波长参数估计的新方法。通过人工选取内波前导线上的3个位置点,计算机自动地获取内波的位置和内波的波向,提取内波断面,在此基础上利用EMD算法反演内波波长,结合内波区域海水密度剖面数据,进一步反演内波振幅参数。通过对实测SAR图像数据进行处理的结果可知,采用该方法对内波SAR图像进行处理,能很好地定位内波位置并获得传播方向及内波波长参数,结合海水密度剖面,实现了内波振幅参数反演。人工干预选取3个位置点,自动计算内波前导线弯曲弧度并自动计算5个内波剖面,减少了由于人工干预操作不同形成的偏差。 相似文献
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浅海内波及声场起伏数值研究 总被引：2，自引：0，他引：2
为探讨声学方法监测(反演)海洋内波的可行性,分析ASIAEX2001亚洲海海洋声学实验定点温度链实验数据,结果表明：实验期间存在M2内潮波、周期10～30min非线性内波现象,并观测到双温跃层同相传播“双非线性内波”。分别对垂直和平行于内波传播方向传播声场进行了数值计算分析。垂直于内波传播方向的声传播计算结果表明：简正波波数时间演化函数的频谱与内波引起的声速剖面变化频谱基本一致;简正波系数(模值)时间演化函数的频谱与内波引起的声源位置处的声速演化函数的频谱基本一致;高阶简正波波数差随时间的变化要比低阶简正波波数差小约1个量级。平行于内波传播方向的声传播计算结果表明：内潮波主要导致相邻简正波间耦合;非线性内波包能够导致跨号甚至垮多号简正波间耦合。讨论了2种海洋内波声学监测方法。 相似文献
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数值水槽内的阻尼消波和波浪变形计算 总被引：11，自引：3，他引：8
采用时域内对波面运动位置追踪的边界元方法,建立了一种非线性波浪变形计算的三维数值模式,并借助Spongelayer阻尼消波和Sommerfeld放射条件相匹配的处理方式,开发了一条三维非线性波的数值造波水槽,进而对水槽内的Stokes波进行了波浪变形计算。 相似文献
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通过波浪水槽实验,开展不同类型波浪作用下的沙质岸滩演化规律研究工作。本次实验研究不考虑比尺,采用1:10与1:20组成的复合沙质斜坡对岸滩进行概化,选取规则波和椭圆余弦波两种典型波浪作用,对波浪的传播、变形和破碎、上爬、回落过程以及波浪作用前后沙质岸滩床面地形进行了观测,探讨波浪作用下沙质岸滩剖面演化规律。本文实验工况中,规则波作用下,岸滩剖面呈现出沙坝剖面和滩肩剖面,椭圆余弦波作用下的岸滩剖面均呈滩肩形态,发现岸滩剖面形态不仅与波浪作用类型、强度、周期等因素相关,还与波浪破碎的强度等因素有关。通过对实验过程中现象的进行观察和分析,引入了卷破波水舌冲击角的概念。对波浪卷破破碎后形成的水流挟沙运动与岸滩剖面形态的关系进行定性分析,对水舌冲击角与Irribarren参数之间的关系进行定量分析,基于Irribarren参数与岸滩剖面形态的关系初步建立了波浪作用下沙质岸滩剖面形态判别关系式。通过本文实验结果和前人实验结果对趋势线进行拟合,求得其判别系数,判别式能够较好地划分淤积型岸滩、侵蚀型岸滩及过渡型岸滩三种岸滩形态。 相似文献
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内孤立波破碎所致混合的实验研究 总被引：1，自引：0，他引：1
为定量分析内孤立波破碎的混合过程,本文在二维内波水槽中进行了两层流体第一模态内孤立波在斜坡上破碎的实验,运用粒子图像测速技术(PIV)测量内孤立波传播、破碎、反射过程的流场,计算涡度、湍动能和湍耗散率。结果表明不同振幅内波在不同角度斜坡上破碎时各个量的分布特征十分相似,各组实验各要素时间序列中均有两个峰值,分别发生于非线性增强和破碎时刻。得到破碎时湍耗散率与内孤立波振幅的关系为:较小振幅内波的湍耗散率与振幅呈2次关系,无因次振幅增大到0.9湍耗散率趋于不变;与斜坡角度的关系为:对于小振幅内波斜坡角度增大,破碎程度降低,耗散率减小;振幅较大时,存在一个角度使破碎程度最大。破碎引起的湍耗散率的量级在10–7到10–4m2/s3之间,比实测海洋中内孤立波传播界面和内潮遇地形破碎的湍耗散大1个量级。 相似文献
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基于推板造波理论和摇板造波理论,在Open FOAM平台上采用重叠网格技术建立黏性数值波浪水槽,并使用一种结合SIMPLE算法和PISO算法的PIMPLE算法对数值模型进行求解。利用开发的数值模型通过数值收敛性测试和网格独立性测试分别重点研究了时间步长、库朗数和网格尺寸对数值精度和计算效率的影响。并对比研究了此数值模型分别嵌入层流模型和湍流模型的计算精度和计算效率。实现的规则波和二阶有限振幅波与理论结果和试验结果吻合,验证了此黏性数值波浪水槽的造波和主动消波功能。基于二维数值波浪水槽,进一步研究了三维数值造波,数值计算结果与理论结果吻合良好。研究结果不仅验证了重叠网格在二维和三维两相流体域中求解运动物体与流场交互的可靠性和正确性,而且为使用此黏性数值波浪水槽解决更复杂的海洋工程问题提供了依据。 相似文献
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利用开闸式异重流水槽试验,结合高速相机和粒子图像测速技术,量化不同强度双层环境中圆桩柱对斜坡异重流传播模式、速度与涡度场、波流作用等宏微观特性的影响。试验结果表明：在低理查森数Riρ环境中,圆桩柱的存在抑制了异重流混合层厚度的增加,但延展了其在流向的长度;在高理查森数Riρ环境中,圆桩柱打破了侵入流在密度跃层处对称的传播模式,并促进了异重流与环境流体的剪切过程。当内波弗劳德数Fr> 1时,产生锁定波,异重流头部出现强漩涡,在密度跃层产生有利压力梯度使内波尺寸增大;当内波弗劳德数Fr <1时,振荡产生发射波,波谷与异重流头部相互作用而使波形变平整;当内波弗劳德数Fr≈1时,锁定波和发射波并存。在低理查森数Riρ环境中,圆桩柱的存在导致波流耦合作用减弱,而在高理查森数Riρ环境,波流耦合作用反而增强。 相似文献
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Comparative study on the accuracy of solitary wave generations in an ISPH-based numerical wave flume
In the present study, six solitary wave generations by different mathematical approximations are investigated using a piston type wave maker at dimensionless amplitudes ranging from 0.1 to 0.6 and two water depths. Incompressible smoothed particle hydrodynamics is used to simulate solitary wave propagation along the fixed depth channel. The present numerical results are compared with analytical results and experimental data in terms of free surface displacements, fluid particle velocity, phase speed, paddle motion, etc. The present mesh-free numerical results of wave profile variations over time proved that “Rayleigh” has the lowest relative wave height variation. However, its solitary wave has notable phase lead, while “Third order” and “Ninth order” have the least wave lags. Furthermore, the record of present numerical free surface elevation at different distances and the loss of amplitude of the main pulse showed that regarding both of them, “Ninth order” has supremacy over five others. Considering the numerical velocity components of generated solitary wave, “Third order” and “Ninth order” trace analytical results more accurately than other four ones, whereas “Rayleigh” is the most accurate one in predicting the maximum runup. Finally, the paddle motion, its velocity, and displacement, as well as phase speed and outskirts decay coefficient are also compared and discussed intensely. 相似文献
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This paper considers the nonlinear transformation of irregular waves propagating over a mild slope (1?40). Two cases of irregular waves, which are mechanically generated based on JONSWAP spectra, are used for this purpose. The results indicate that the wave heights obey the Rayleigh distribution at the offshore location; however, in the shoaling region, the heights of the largest waves are underestimated by the theoretical distributions. In the surf zone, the wave heights can be approximated by the composite Weibull distribution. In addition, the nonlinear phase coupling within the irregular waves is investigated by the wavelet-based bicoherence. The bicoherence spectra reflect that the number of frequency modes participating in the phase coupling increases with the decreasing water depth, as does the degree of phase coupling. After the incipient breaking, even though the degree of phase coupling decreases, a great number of higher harmonic wave modes are also involved in nonlinear interactions. Moreover, the summed bicoherence indicates that the frequency mode related to the strongest local nonlinear interactions shifts to higher harmonics with the decreasing water depth. 相似文献
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Laboratory study of the nonlinear transformation of irregular waves over a mild slope 总被引：1，自引：0，他引：1
This paper considers the nonlinear transformation of irregular waves propagating over a mild slope （1：40）. Two cases of irregular waves, which are mechanically generated based on JONSWAP spectra, are used for this purpose. The results indicate that the wave heights obey the Rayleigh distribution at the offshore location; however, in the shoaling region, the heights of the largest waves are underestimated by the theoretical distributions. In the surf zone, the wave heights can be approximated by the composite Weibull distribution. In addition, the nonlinear phase coupling within the irregular waves is investigated by the wavelet-based bicoherence. The bicoherence spectra reflect that the number of frequency modes participating in the phase coupling increases with the decreasing water depth, as does the degree of phase coupling. After the incipient breaking, even though the degree of phase coupling decreases, a great number of higher harmonic wave modes are also involved in nonlinear interactions. Moreover, the summed bicoherence indicates that the frequency mode related to the strongest local nonlinear interactions shifts to higher harmonics with the decreasing water depth. 相似文献
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内波与内潮汐沉积作用的方式 总被引：2，自引：0，他引：2
自20世纪90年代，内波、内潮汐沉积作为深水牵引流沉积研究中一个新的研究方向开始兴起，此后在国内外现代水体和古代地质记录中陆续发现或论证了大量的内波、内潮汐沉积，并对其沉积特征、沉积模式等进行了广泛的探讨和研究，然而对于内波、内潮汐沉积作用方式的研究还比较匮乏，这是内波、内潮汐理论发展的一大障碍。对于内波、内潮汐的作用方式做了初步探讨，相信对于该理论的发展以及更多内波、内潮汐沉积体的识别和研究具有一定意义。 相似文献
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Kuniaki Okuda 《Journal of Oceanography》1983,38(6):331-338
For wind waves generated in a wind-wave tunnel, the surface pressure and also the pressure distribution along the internal streamlines were calculated from the measured internal velocity field. In distinct waves, with wave height comparable with or larger than the mean, the surface pressure is found to vary drastically in a narrow region around the crest, showing a dominant minimum near the crest. On the other hand, the pressure distribution along the streamline shows systematic variations that are nearly in phase with the streamline profile. It is shown that the occurrence of the pressure in phase with the streamline profile is linked with the internal vorticity distribution, especially with the presence of a high vorticity region below the crest described in Part I of this study. As a result of the occurrence of such pressure variations, the dispersion relation is modified by about 10% from that for linear irrotational waves. It is argued from the present measurements that the dispersion relation and also the energy transfer from wind into wind waves are strongly affected by the internal vortical structure so that the assumption of irrotational gravity waves cannot be applied to the wind waves being studied. 相似文献
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