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本文应用改进的Dobson法计算了厦门港波浪传播变形状况,结果表明,在外海东南向波浪作用下,胡里山以东,鸡屿至嵩屿附近部分岸线处为波射线集中区,波高较大;而嵩鼓、厦鼓水道及九龙江口南岸为波射线分散区,波高较小。 相似文献
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近岸波浪浅水变形的非线性分析 总被引：1，自引：0，他引：1
本文就近岸波浪具有非线性特征提出了应用椭圆余弦波理论来研究波浪浅水变形的非线性问题。本文在椭圆余弦波数值计算的基础上，进一步分析了浅水波浪在ＨＬ~２／Ｄ~３＞２６情形下波高的变化规律，其中考虑了床面底摩擦、底坡和传质水流等因素对波高变化的影响及相应的程度分析。计算结果分析表明，浅水波浪的非线性性质和底部摩擦对波高变化的影响不能忽略，这对确定海岸工程标高有较大的实际意义和经济价值。 相似文献
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根据福建元洪港无长期海浪和风观测资料及该水域的多岛礁地形的特征，以邻近的平潭海洋站３０ａ实测海浪资料，采用考虑底摩擦效应的浅水波浪折射数值模式进行港区设计波高计算，并与港工程规范算法相比较，得出码头，航道口门和航道中段的设计波高参数。 相似文献
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针对青岛万达游艇码头项目进行了港域波浪物理模型试验研究。试验表明,当口门处人工岛护岸采用直立式结构时,港池入口处波浪反射严重,港内波高较大,各码头泊位不满足泊稳要求;当采用斜坡式结构时,港内波高显著减小,游艇码头泊位满足泊稳要求,工作船泊位不满足泊稳要求,其最大波高比允许值仅大0.1m。采用MIKE21BW模型,考虑波浪的折射、绕射、反射及破碎等物理过程,对港域的波浪传播变形过程进行数值模拟,计算得到了港域的波浪分布状况,将计算结果与试验结果进行比较,吻合良好,表明该模型可用于近岸波浪的传播变形模拟及港域泊稳计算,计算结果可用于游艇码头结构设计。 相似文献
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本文对比分析了合田的不规则波设计计算法与我国<规范>法相同深水波浪条件下直立堤上波浪要素计算值的差别。表明:<规范>中的浅水系数值 Ks 在 d/L_0<0.08时,应采用非线性波浪理论的 Ks 值,否则偏低。并指出:按合田计算法的最大波高有时比<规范>的波高 H1%偏高较大。 相似文献
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本文给出缓慢倾斜海底上波浪浅水变形计算的数值模式。该模式取相对水深h/L_o=0.1为连结点,根据已知的初始波要素值,使用线性波理论和椭圆余弦波理论,分别计算因水深变浅引起的波高、波速和波长的变化。 相似文献
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为合理确定防浪建筑物的越浪量,基于含非静水压力梯度项的非线性浅水方程建立了近岸波浪越浪数值模型。通过采用域内造波、消波并结合波前静压假定的破碎模型,模拟了规则波和不规则波在斜坡上的波浪传播变形,并在此基础上进行了越浪量数值计算。数值计算结果与物理模型实验结果表明,非静压模型可合理地描述波浪破碎点位置、破碎后的波高、增减水以及斜坡上的堤后越浪量。数值模型具有较高的计算精度和计算效率,可为实际工程防浪建筑物越浪以及堤顶高程的设计提供一种新的数值研究手段。 相似文献
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基于浅水斜坡地形的物理模型试验数据,考察SWAN模型对实验室小尺度浅水波浪的模拟效果,进而检验其浅水项的模拟精度。模拟中采用直接输入初始测点的实测海浪谱进行造波,重点考察浅水中三波相互作用和变浅破碎两个源项,对不同工况下,SWAN模式在水深条件变化下的有效波高、谱平均周期、海浪谱演化的模拟能力进行研究。研究表明:模拟的有效波高较符合实测波浪的增长和衰减,但谱平均周期计算值明显偏小;海浪谱的能量转移机制同实测有较大区别,频谱模拟结果出现高频高估、低频低估现象。对两个源项进行对比分析得出三波相互作用对海浪谱的能量转换影响远大于变浅破碎耗散。想要提高近岸区谱平均周期和海浪谱的模拟精度则SWAN模型中三波非线性项的计算精确度仍需更多研究和改进。 相似文献
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This study aims to present an evaluation and implementation of a high-resolution SWAN wind wave hindcast model forced by the CFSR wind fields in the west Mediterranean basin, taking into account the recent developments in wave modelling as the new source terms package ST6. For this purpose, the SWAN model was calibrated based on one-year wave observations of Azeffoune buoy (Algerian coast) and validated against eleven wave buoys measurements through the West Mediterranean basin. For the calibration process, we focused on the whitecapping dissipation coefficient Cds and on the exponential wind wave growth and whitecapping dissipation source terms. The statistical error analysis of the calibration results led to conclude that the SWAN model calibration corrected the underestimation of the significant wave height hindcasts in the default mode and improved its accuracy in the West Mediterranean basin. The exponential wind wave growth of Komen et al (1984) and the whitecapping dissipation source terms of Janssen (1991) with Cds = 1.0 have been thus recommended for the western Mediterranean basin. The comparison of the simulation results obtained using this calibrated parameters against eleven measurement buoys showed a high performance of the calibrated SWAN model with an average scatter index of 30% for the significant wave heights and 19% for the mean wave period. This calibrated SWAN model will constitute a practical wave hindcast model with high spatial resolution (˜3 km) and high accuracy in the Algerian basin, which will allow us to proceed to a finer mesh size using the SWAN nested grid system in this area. 相似文献
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基于计算流体力学(CFD)数值模拟和物理模型试验结合的方式,开展涵洞式直立堤在波浪作用下的水体交换研究。CFD数值模拟采用VPM (volume-average/point-value method)-THINC (tangent of hyperbola for interface capturing)/QQ (quadratic surface representation and Gaussian quadrature)模型,并在此基础上提出一种能够标记涵洞内外水体变化的双液相流体体积模型(VOF)方法,定性及定量描述涵洞内外水体的交换特性;物理模型试验主要用来验证数值模型的准确性。研究表明,在波浪的作用下,涵洞内部会形成一股往复振荡的水流,对水体交换起到重要的作用。该振荡流主要受到涵洞高度、波浪周期以及波高的影响,涵洞深度对其影响不大。在波浪长时间的作用下,涵洞式直立堤能有效地增强港池内外水体交换。 相似文献
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本文以高分辨率后报风场资料为输入,采用SWAN波浪模式,模拟了渤海海域1985年至2004年共20年间的波浪场。通过有效波高数据的比较,可看出波浪数值结果与实测资料符合较好,可以用数值结果分析渤海海域的波浪特征。利用计算的年极值波要素,本文给出并分析了渤海海域不同重现期下的极值参数分布情况。 相似文献
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This paper is aimed at the whole Bohai Sea,as the complement and improvement of wave characteristics and extreme parameters.Wave fields were simulated in the Bohai Sea by using wave model SWAN from 1985 to 2004.The input data based on the hindcast of high-resolution wind fields from RAMS and water level fields from POM,which have been tested and verified well.Comparisons of significant wave heights between simulation and station observations show a good agreement in general.By statistical analysis,the wave characteristics such as significant wave heights, dominant wave directions and their seasonal variations are discussed.In addition,main wave extreme parameters and directional extreme values particularly for 100-year return period are investigated. 相似文献
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A spectral wind wave model SWAN (Simulation WAves Nearshore) that represents the generation, propagation and dissipation of waves was applied to Lake Okeechobee. This model includes the effects of refraction, shoaling, and blocking in wave propagation. It accounts for wave dissipation by whitecapping, bottom friction, and depth-induced wave breaking. The wave–wave interaction effect also is included in this model. Measurements of wind and wave heights were made at different stations and different time periods in Lake Okeechobee. Significant wave height values were computed from the recorded data. The correlation between wind stress and significant wave height also was analyzed. A 6-day simulation using 1989 data was conducted for model calibration. Another 6-day simulation using 1996 data was conducted for model verification. The simulated significant wave heights were found to agree reasonably well with measured significant wave heights for calibration and verification periods. Agreement between observed and simulated values was based on graphical comparisons, mean, absolute and root mean square errors, and correlation coefficient. Comparisons showed that the model reproduced both general observed trends and short term fluctuations. 相似文献
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The tsunami similar to the one that has occurred in December 26, 2004 (Boxing Day Tsunami) in the Indian Ocean is simulated using the expression derived from Modified Weibull Distribution (for maximum wave height simulation) for extreme wave height predictions. The tuning coefficient plays a significant role in estimating the tsunami heights at various stages. It follows well defined mathematical laws at different stages. It is time dependent in the first three stages and depth dependent in the last two stages. The beach run-up heights estimated by the expression derived from the work-energy relation are comparable with observed values with reasonable accuracy. 相似文献
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The tsunami similar to the one that has occurred in December 26, 2004 (Boxing Day Tsunami) in the Indian Ocean is simulated using the expression derived from Modified Weibull Distribution (for maximum wave height simulation) for extreme wave height predictions. The tuning coefficient plays a significant role in estimating the tsunami heights at various stages. It follows well defined mathematical laws at different stages. It is time dependent in the first three stages and depth dependent in the last two stages. The beach run-up heights estimated by the expression derived from the work-energy relation are comparable with observed values with reasonable accuracy. 相似文献
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海浪搅拌混合对北太平洋海表面温度模拟的影响 总被引：1，自引：1，他引：0
利用NCEP再分析风场驱动WAVEWATCH III海浪模式对北太平洋海域的海浪过程进行模拟,利用浮标观测资料对模拟出的海浪要素有效波高进行验证,发现他们之间具有很好的一致性。基于模式输出的有效波高等波浪要素,利用特征波参数化理论,在海洋环流模式中引入海浪搅拌混合作用,分析其对北太平洋海表面温度模拟的影响,初步数值模拟结果表明,sbPOM模式在考虑海浪搅拌混合作用以后,模拟精度进一步提升,这对提供一个准确的大气模式下边界条件具有重要作用。 相似文献
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《Applied Ocean Research》2004,26(3-4):114-136
Two successive wave heights are modeled by a Gaussian copula, which is referred to as the Nataf model. Results with two initial distributions for the transformation are presented, the Næss model [Næss A. On the distribution of crest to trough wave heights. Ocean Engineering (1985);12(3):221–34] and a two-parameter Weibull distribution, where the latter is in best agreement with data. The results are compared with existing models. The Nataf model has also been used for modeling three successive wave heights.Results show that the Nataf transformation of three successive wave heights can be approximated by a first order autoregressive model. This means that the distribution of the wave height given the previous wave height is independent of the wave heights prior to the previous wave height. Thus, the joint distribution of three successive wave heights can be obtained by combining conditional bivariate distributions. The simulation of successive wave heights can be done directly without simulating the time series of the complete surface elevation.Successive wave periods with corresponding wave heights exceeding a certain threshold have also been studied. Results show that the distribution for successive wave periods when the corresponding wave heights exceed the root-mean-square value of the wave heights, can be approximated by a multivariate Gaussian distribution.The theoretical distributions are compared with observed wave data obtained from field measurements in the central North Sea and in the Japan Sea, with laboratory data and numerical simulations. 相似文献
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任意曲线边界条件下缓变水深水域波浪传播的数值模拟 总被引：3，自引：0，他引：3
缓坡方程被广泛地应用于描述波浪的传播变形计算,目前一般采用矩形网格求解.将计算域剖分为任意四边形网格,以格林公式为基础,在变量沿单元边界线性变化的假定下,对双曲型的波能守恒方程、波数矢无旋性方程进行离散,同时通过等参单元变换推求节点偏导数值以离散椭圆型光程函数方程,从而建立了任意曲线边界条件下缓变水深水域波浪传播的数值模拟模型.将模型应用于平行直线型等深线地形,并将计算域剖分为不规则四边形网格,对不同入射角、底坡、波高等多种组合情况比较了数值解与解析解,结果表明两者一致.应用于复杂边界的实例,数值模拟结果与物模实验值基本吻合. 相似文献