首页 | 本学科首页   官方微博 | 高级检索  
相似文献
 共查询到20条相似文献,搜索用时 109 毫秒
1.
联合第三代浅水海浪模式SWAN和三维海流模式POM,建立考虑海浪影响的三维风暴潮模式,利用该模式,在渤黄海区域,对温带气旋830315诱发的风暴潮进行数值模拟,从海表风应力、辐射应力、底应力三方面入手,对海浪对风暴潮的影响进行了数值研究.研究表明:海浪通过风应力对风暴潮水位的影响最为显著,而波致辐射应力与依赖波流相互作用的底应力的影响只在渤海和北黄海相对明显;考虑海浪影响的风暴潮水住过程曲线模拟结果,比不考虑海浪影响的纯风暴潮模拟结果与实测水位曲线吻合的更好,尤其是在减水极值处,其相对误差不超过5.57%.  相似文献   

2.
联合第三代浅水海浪模式SWAN和三维海流模式POM,建立考虑海浪影响的三维风暴潮模式,利用该模式,在渤黄海区域,对温带气旋830315诱发的风暴潮进行数值模拟,从海表风应力、辐射应力、底应力三方面入手,对海浪对风暴潮的影响进行了数值研究.研究表明海浪通过风应力对风暴潮水位的影响最为显著,而波致辐射应力与依赖波流相互作用的底应力的影响只在渤海和北黄海相对明显;考虑海浪影响的风暴潮水住过程曲线模拟结果,比不考虑海浪影响的纯风暴潮模拟结果与实测水位曲线吻合的更好,尤其是在减水极值处,其相对误差不超过5.57%.  相似文献   

3.
辐射应力对台风风暴潮预报的影响和数值研究   总被引:2,自引:0,他引:2  
台风过程期间,风暴潮和海浪是相伴相生的,相互作用的.波致辐射应力对于近岸风暴增、减水起着十分重要的作用,传统的海浪模式计算辐射应力耗时较多,不能满足业务化预报的要求.根据已有波浪辐射应力的理论表达式,经过严密的数学推导,适当的简化处理,提出了一个较为简单的波浪辐射应力表达式,并将其应用到业务化风暴潮数值预报模式中去,通...  相似文献   

4.
齐鹏  陈新平 《海洋工程》2018,36(1):55-61
将波浪辐射应力,特别是地转意义下的波浪辐射应力引入海流数值模式POM(princeton ocean model),在渤海海域进行了初步的数值研究。在目前的数值分析中仅考虑了波浪辐射应力的横向分量(也是最重要的分量)。在POM模式中引入非地转和地转意义下的波浪辐射应力两种方案,并与原模式直接运行(即不考虑波浪辐射应力)的结果进行比较。比较显示,波浪辐射应力,特别是地转意义下的波浪辐射应力对海流模式结果的影响不容忽略。在海浪场存在的条件下,由风应力和地转意义下浪致作用力共同作用产生的海流强度应比理论上Ekman漂流的强度大,尤其是在浪致作用力显著的表层,表层流将明显增强,且不会完全符合Ekman漂流理论的转向规律。  相似文献   

5.
海浪和潮汐风暴潮耦合过程的数值研究   总被引:1,自引:0,他引:1  
海浪和风暴潮是重要的海洋灾害。对它们的精确预测和预报对沿岸海洋灾害的风险评估及海洋工程的设计具有极其重要的社会和经济价值。过去人们本多对波浪和风暴潮单独进行预报。实际上,风既产生浪又产生风暴潮,因此它们的产生必然存在相互作用。本研究的目的就是要建立一个渤海高分辨率的双向耦合的海浪和潮汐风暴潮数值模式,研究各耦合机制的影响,以期为黄河三角洲沿岸风暴潮海浪漫堤、漫滩风险评估提供更为准确的海浪风暴潮预测预报结果。 作者在研究中基于国际上先进的第三代海浪数值模式和潮汐风暴潮模式,建立了渤海2''×2''的海浪和潮汐风暴潮耦合数值模式。耦合模式充分考虑了三个主要耦合物理机制:依赖海浪状态的表面风应力,波-流相互作用底应力和辐射应力。波浪模式主要基于国际上第三代WAM模式,并对其进行了浅水效应的改进,以包括浅水深度破碎引起的能量耗散;潮汐风暴潮模式计算中开边界考虑了10个主要分潮K1,O1,P1,Q1,M2,S2,N2,K2,Sa,Ssa。依赖海浪状态的表面风应力取自Donelan等(1993)的结果,波-流相互作用底应力取自Signell等(1990)对 Grant and Madsen(1979)简化的结果,辐射应力以海浪谱表示。耦合计算中,两个模式通过三个耦合机制双向传递所需参量。 运用胜利油田中心一号观测的2个同步浪、潮、流资料对所建的耦合模式进行了检验,并通过耦合和非耦合模式结果的对比对各耦合机制的影响效应进行分析研究。研究结果表明,不同物理机制对波高的影响主要由能量方程中以辐射应力表示的波流相互作用所决定;在波-潮耦合作用中,依赖波令的表面风应力和辐射应力对水位是正效应,而波流相互作用底应力对水位是负效应。三个物理机制的综合净效应是正,可增加水位达25cm。比较显示,耦合模式的结果无论对波高还是水位都比非耦合模式的结果好,特别在峰值处。 本研究显示耦合模式的结果将改进海浪和风暴潮的模拟精度。所建立的耦合模式将对渤海海浪和风暴潮预报精度的提高,以及为黄河三角洲近岸海浪和风暴潮灾害的风险评估,提供更可靠的参数,具有重要的价值。  相似文献   

6.
海浪和潮汐风暴潮耦合过程的数值研究(英文)   总被引:1,自引:0,他引:1  
海浪和风暴潮是重要的海洋灾害。对它们的精确预测和预报对沿岸海洋灾害的风险评估及海洋工程的设计具有极其重要的社会和经济价值。过去人们大多对波浪和风暴潮单独进行预报。实际上,风既产生浪又产生风暴潮,因此它们的产生必然存在相互作用。本研究的目的就是要建立一个渤海高分辨率的双向耦合的海浪和潮汐风暴潮数值模式,研究各耦合机制的影响,以期为黄河三角洲沿岸风暴潮海浪漫堤、漫滩风险评估提供更为准确的海浪风暴潮预测预报结果。作者在研究中基于国际上先进的第三代海浪数值模式和潮汐风暴潮模式,建立了渤海2′×2′的海浪和潮汐风暴潮耦合数值模式。耦合模式充分考虑了三个主要耦合物理机制:依赖海浪状态的表面风应力,波-流相互作用底应力和辐射应力。波浪模式主要基于国际上第三代WAM模式,并对其进行了浅水效应的改进,以包括浅水深度破碎引起的能量耗散;潮汐风暴潮模式计算中开边界考虑了10个主要分潮K1,O1,P1,Q1,M2,S2,N2,K2,Sa,Ssa。依赖海浪状态的表面风应力取自Donelan等(1993)的结果,波-流相互作用底应力取自Signell等(1990)对GrantandMadsen(1979)简化的结果,辐射应力以海浪谱表示。耦合计算中,两个模式通过三个耦合机制双向传递所需参量。运用胜利油田中心一号观测的2个同步浪、潮、流资料对所建的耦合模式进行了检验,并通过耦合和非耦合模式结果的对比对各耦合机制的影响效应进行分析研究。研究结果表明,不同物理机制对波高的影响主要由能量方程中以辐射应力表示的波流相互作用所决定;在波-潮耦合作用中,依赖波令的表面风应力和辐射应力对水位是正效应,而波流相互作用底应力对水位是负效应。三个物理机制的综合净效应是正,可增加水位达25cm。比较显示,耦合模式的结果无论对波高还是水位都比非耦合模式的结果好,特别在峰值处。本研究显示耦合模式的结果将改进海浪和风暴潮的模拟精度。所建立的耦合模式将对渤海海浪和风暴潮预报精度的提高,以及为黄河三角洲近岸海浪和风暴潮灾害的风险评估,提供更可靠的参数,具有重要的价值。  相似文献   

7.
基于二阶斯托克斯波理论推导了辐射应力的垂向分布表达式,通过算例讨论了辐射应力在深水和有限水深条件下的垂向分布规律,并与基于微幅波理论的辐射应力进行了比较.结果表明,在波浪非线性不强时,基于二阶斯托克斯波理论的辐射应力与基于微幅波理论的辐射应力表达式计算结果接近;而当水深较浅波浪非线性较强时,基于二阶斯托克斯波理论的辐射应力在近表面处明显大于基于微幅波理论的辐射应力.采用二阶斯托克斯波理论推导的波浪辐射应力更为合理地反映了波浪非线性效应.  相似文献   

8.
研究了波致底切应力和二维辐射应力对悬沙的作用.首先对东山湾的水动力进行了数值模拟并与实测资料进行了对比检验,然后对东山湾悬浮泥沙进行了考虑波浪和不考虑波浪两种情况下的数值模拟并与实测资料进行了相关对比分析.在模式建立过程中,依据东山湾独特的窄口型半封闭河口海湾的特点,基于ECOMSED模式(2002)建立了东山湾三维水动力模型,并通过第三代海浪模式MASNUM加入了波浪对底切应力及辐射应力的影响,通过ECOMSED中的底边界层模型考虑了波浪增强底摩擦的作用,综合分析了东山湾的水动力及泥沙状况.结果表明在东山湾数值模拟中,该模式能较好地模拟这类海域的水动力及泥沙输运状况.在东山湾模拟计算中,潮流的作用强于波浪的作用,但考虑波浪因素后,泥沙模拟结果更好.在波浪的作用中,底切应力相比于二维辐射应力占有绝对的优势,两者相差2个量级以上,因此可以不考虑二维辐射应力的影响.  相似文献   

9.
海浪波面包线的计算及其分布函数的再推导   总被引:2,自引:2,他引:2  
徐德伦  赵锰  楼顺里 《海洋学报》1989,11(4):411-416
本文借助Hilbert变换技巧给出一种由波面记录计算波面包线的准确且简便的方法,并在线性海浪理论范围内和不受窄谱限制的条件下严格地再导波面包线的分布函数,最后,还用导出的波面包线分布函数讨论了海浪的波高分布问题.  相似文献   

10.
海水作为一种电的良导体,其在地磁场中的运动将激发感应磁场.应用电磁场的基本理论,结合海浪运动学模型,推导了海浪感应磁场的三分量模型.该模型给出了三分量的海浪感应磁场与地磁场、海水特性参数、空间位置等要素之间的关系.分析了三分量的海浪感应磁场信号的时域、频域和空间分布特征,对海浪感应磁场相关领域的研究,具有参考意义.  相似文献   

11.
若干海洋状况与地球运动参数   总被引:1,自引:0,他引:1  
彭公炳  司有元  陆巍 《海洋学报》1982,4(3):292-302
月球运动参数对海洋潮汐的影响,早就为人们所关注,并从理论研究到实际应用方面作了不少工作;可是地球参数在若干海洋状况上的反应却很少引起人们的注意.近十年来,国外这方面的工作有所加强[1],但大多偏重大西洋的研究,联系与我国直接有关的太平洋状况较少,而联系我国近海状况的则更少.本文试图阐明地球运动参数影响若干海洋状况可能的物理原因,并根据世界和我国海平面高度的若干观测资料,海洋上大气动活中心的资料,以及北太平洋6个点的海温资料,进行数理统计,然后与地球参数的相应统计进行综合分析,从而讨论它们之间的规律性的联系.  相似文献   

12.
On the basis of the arctic monthly mean sea ice extent data set during 1953-1984, the arctic region is divided into eight subregions,and the analyses of empirical orthogonal functions, power spectrum and maximum entropy spectrum are made to indentify the major spatial and temporal features of the sea ice fluctuations within 32-year period. And then, a brief appropriate physical explanation is tentatively suggested. The results show that both seasonal and non-seasonal variations of the sea ice extent are remarkable, and iis mean annual peripheral positions as well as their interannu-al shifting amplitudes are quite different among all subregions. These features are primarily affected by solar radiation, o-cean circulation, sea surface temperature and maritime-continental contrast, while the non-seasonal variations are most possibly affected by the cosmic-geophysical factors such as earth pole shife, earth rotation oscillation and solar activity.  相似文献   

13.
文中论述了在地球赤道上空,地月距离存在4.425a 的变化周期,是由于月近地点在8.85a的周期性运移中,每到黄径0°和180°(赤道线上)在地球自转的背景下使地月距效果相同所致。而每年的地近日点(1月3日或4日)正置圣诞节过后几天,因此,日、月、地相对运动每隔4.425a 在圣诞节前后三者距离总会达到最近。本文计算了1910~1991年圣诞节前后赤道上空地月距离的变化,发现日、月、地最近时与厄尔尼诺、地球自转、海平面变化,地裂缝等自然现象的发生存在着统计上可以认可的相关性。  相似文献   

14.
本文通过交叉谱分析揭示了地球自转存在152个月,12个月和6个月的显著周期。赤道东太平洋SSTA存在38个月,214个月,51个月和3个月的显著周期,并且二者在38个月和152个月的周期上关系密切。落后时间长度谱显示,对于38个月和152个月的周期,海温的变化能影响地球自转的速率;而对于214个月的周期,地球自转的变化能影响海温场的变化,但此为次要因素。  相似文献   

15.
This paper presents a series of monotonically combined lateral loading tests to investigate the bearing capacity of the MSCs (modified suction caissons) in the saturated marine fine sand. The lateral loads were applied under load- and displacement-controlled methods at the loading eccentricity ratios of 1.5, 2.0 and 2.5. Results show that, in the displacement-controlled test, the deflection-softening behavior of load-deflection curves for MSCs was observed, and the softening degree of the load-deflection response increased with the increasing external skirt length or the decreasing loading eccentricity. It was also found that the rotation center of the MSC at failure determined by the load-controlled method is slightly lower than that by the displacement-controlled method. The calculated MSC capacity based on the rotation center position in serviceability limit state is relatively conservative, compared with the calculated capacity based on the rotation center position in the ultimate limit state. In the limit state, the passive earth pressures opposite the loading direction under load- and displacement-controlled methods decrease by 46% and 74% corresponding to peak values, respectively; however, the passive earth pressures in the loading direction at failure only decrease by approximately 3% and 7%, compared with their peak values.  相似文献   

16.
This paper presents a series of monotonically combined lateral loading tests to investigate the bearing capacity of the MSCs(modified suction caissons) in the saturated marine fine sand. The lateral loads were applied under load- and displacement-controlled methods at the loading eccentricity ratios of 1.5, 2.0 and 2.5. Results show that, in the displacement-controlled test, the deflection-softening behavior of load-deflection curves for MSCs was observed, and the softening degree of the load-deflection response increased with the increasing external skirt length or the decreasing loading eccentricity. It was also found that the rotation center of the MSC at failure determined by the load-controlled method is slightly lower than that by the displacement-controlled method. The calculated MSC capacity based on the rotation center position in serviceability limit state is relatively conservative, compared with the calculated capacity based on the rotation center position in the ultimate limit state. In the limit state, the passive earth pressures opposite the loading direction under load- and displacement-controlled methods decrease by 46% and 74% corresponding to peak values, respectively; however, the passive earth pressures in the loading direction at failure only decrease by approximately 3% and 7%, compared with their peak values.  相似文献   

17.
To investigate cyclic deformation behavior of natural soft marine clay-involved principal stress rotation, a series of undrained tests were conducted by using GDS hollow cylinder apparatus. The principal stress rotates 5000 cycles while the deviator stress was kept at a constant level. The tests results show that the deformation behavior of the tested samples are significantly dependent on cyclic stress ratio (CSR). Furthermore, different type of generation of axial strains occur under different CSRs. With the same CSR, the type of axial strain is different between that considering and ignoring principal stress rotation. When CSR is larger than CSR = 0.42 under principal stress rotation, the axial strain grows rapidly after a few cycles. Compared with the results conducted by cyclic triaxial results, the effect of principal stress rotation on the axial strain is significant.  相似文献   

18.
This paper examines storm-induced morphological and hydrodynamic changes after a submerged and a detached breakwater were constructed at La Barceloneta beach (Barcelona, NW Mediterranean) in 2006–2007. The shoreline configurations before and after beach nourishment and the construction of the protective structures were compared using a video dataset comprising 29 storm events spanning the pre- (2001 to 2005, n?=?17) and the post-breakwater situation (2006 to 2011, n?=?12), and hydrodynamic modelling based on the SMC coastal modelling system. As a result of the protection works, La Barceloneta was subdivided into two beaches separated by an artificial salient. The analysis of shoreline response to storms has been improved by using the shoreline hyperbolic tangent fit to represent the beach planform. Comparing the pre- and post-breakwater situations on the basis of these shoreline fits facilitated the identification of beach rotation processes because interference by smaller-scale morphological features was eliminated (e.g. the formation, changes in shape or migration of mega-cusps). In the current post-breakwater situation, there is evidence for a change in the behaviour of the north-eastern beach triggered by the submerged breakwater built in 2007. Furthermore, a counter-clockwise beach rotation has occurred at the north-eastern beach, whereas the south-western beach has experienced a clockwise beach rotation. This morphodynamic behaviour is caused by a new, complex wave-induced circulation system comprising two dominant alongshore currents flowing in opposite directions. In contrast to the pre-breakwater situation, the alongshore component of the radiation stress does not accomplish beach rotation in the post-breakwater situation.  相似文献   

19.
秦曾灏 《海洋学报》1980,2(4):23-36
本文是文献[3]研究工作的继续。利用文献[3]中所用的海-气边界层模式,重点考虑海深和底坡的影响,将该文的研究成果直接推广到有限深海的情形,和无限深海情形下所获得的相应结果进行比较,简洁地阐明两者的异同,并就海底摩擦以及浅海风暴潮的估值和导致风暴潮的发生和发展的大气强迫力作一简短讨论。  相似文献   

20.
Data processing in a spaceborne synthetic aperture radar (SAR) imaging the ocean surface is affected by earth rotation, orbit eccentricity, and wave motion. Without compensation these sources will cause the images to shift in range and in-track positions and also cause defocusing. Ionospheric granularities may degrade image quality. Calculations of the magnitudes of these effects are presented.  相似文献   

设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号