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71.
东海三定点周日海流观测的准调和分析 总被引:1,自引:0,他引:1
应用短期资料的潮流准调和分析方法,对东海三定点测站获得的表、中、底3层的25h连续海流资料进行了分析,计算了3测站O1,K1,M2,S2,M4,MS4 6个主要分潮的北、东分量潮流调和常数,并给出了各测站在各层的潮流椭圆要素。计算结果表明:该海区潮流属于正规半日潮流性质,半日分潮流的北分量大于东分量,呈现旋转流的性质,按顺时针向旋转。分析结果也反映出表层、中层的浅水分潮在观测海流中所占的份额高于底层的浅水分潮。结果有助于了解该海区的潮流性质并为潮流数值模拟提供校验实测数据。通过与同期获得的悬浮物浓度剖面数据的比对,将有助于研究潮流与该地区悬浮泥沙浓度分布之间的关系。 相似文献
72.
This paper describes the simulation of the flow of a viscous incompressible Newtonian liquid with a free surface. The Navier–Stokes equations are formulated using a streamline upwind Petrov–Galerkin scheme, and solved on a Q-tree-based finite element mesh that adapts to the moving free surface of the liquid. Special attention is given to fitting the mesh correctly to the free surface and solid wall boundaries. Fully non-linear free surface boundary conditions are implemented. Test cases include sloshing free surface motions in a rectangular tank and progressive waves over submerged cylinders. 相似文献
73.
数字地球与海洋科学的发展 总被引:3,自引:0,他引:3
本文从数字地球的概念出发,根据海洋科学的发展要求,详细论述了数字地球与海洋科学的发展关键。并提出了海洋科学的新的发展战略和配套技术的开发研究理论,从而为我国海洋事业的发展和数字地球的建立有一个协调和统一的认识观点。 相似文献
74.
A numerical model to compute wave field is developed. It is based on the Berkhoff diffraction-refraction equation, in which an energy dissipation term is added, to take into account the breaking and the bottom friction phenomena. The energy dissipation function, by breaking and by bottom friction, is introduced in the Berkhoff equation to obtain a new equation of propagation.The resolution is done with the hybrid finite element method, where lagrangians elements are used. 相似文献
75.
Various offshore structures, especially large structures such as Tension Leg Platforms (TLP), are usually supported by concrete piles as the foundation elements. The stress distribution within such a large structure is a dominant factor in the design procedure of an offshore pile. To provide a more accurate and effective design for offshore foundation systems under axial and lateral wave loads, a finite element model is employed herein to determine the stresses and displacements in a concrete pile under similar loading conditions. A parametric study is also performed to examine the effects of the stress distribution due to the changing loading conditions. 相似文献
76.
长江和黄河入海沉积物不同粒级组分中稀土元素的比较 总被引:2,自引:0,他引:2
为探索区分黄、东海陆架沉积物中来自长江和黄河源的有效替代性指标,从长江和黄河河口区各取3个沉积物样品作为长江和黄河入海沉积物的端元样品。研究结果表明:长江和黄河沉积物不同粒级组分中REE的变化范围分别为145.49~256.77μg/g和121.22~135.56μg/g,随粒度由细变粗分别呈下倾的"双峰"型分布和倒"S"型分布;长江沉积物中REE约为黄河的1.5倍,最低值比黄河的最高值高出20%;8~16μm和2~4μm是凸显长江和黄河沉积物稀土元素差异的敏感粒级,REE、LREE/HREE和(La/Yb)n等稀土元素特征参数在这两个粒级组分中差异明显。本次实验结果大幅度地提高了两条河流REE差异的灵敏度和可信度,为建立区分长江与黄河入海沉积物物源实用的有效指标提供了可能。 相似文献
77.
78.
REEdistributioninwater-sedimentinterfacesystematdeepoceanfloor¥ZhangLijie;LiuJihuaandYaoDe(ReceivedFebruary1,1994;acceptedMay... 相似文献
79.
A time-domain method is applied to simulate nonlinear wave diffraction around a surface piercing 3-D arbitrary body. The method involves the application of Taylor series expansions and the use of perturbation procedure to establish the corresponding boundary value problems with respect to a time-independent fluid domain. A boundary element method based on B-spline expansion is used to calculate the wave field at each time step, and the free surface boundary condition is satisfied to the second order of wave steepness by a numerical integration in time. An artificial damping layer is adopted on the free surface for the removal of wave reflection from the outer boundary. As an illustration, the method is used to compute the second-order wave forces and run-up on a surface-piercing circular cylinder. The present method is found to be accurate, computationally efficient, and numerically stable. 相似文献
80.
A model for solving the two-dimensional enhanced Boussinesq equations is presented. The model equations are discretised in space using an unstructured finite element technique. The standard Galerkin method with mixed interpolation is applied. The time discretisation is performed using an explicit three-step Taylor–Galerkin method. The model is extended to the surf and swash zone by inclusion of wave breaking and a moving boundary at the shoreline. Breaking is treated by an existing surface roller model, but a new procedure for the detection of the roller thickness is devised. The model is verified using four test cases and the results are compared with experimental data and results from an existing finite difference Boussinesq model. 相似文献