首页 | 本学科首页   官方微博 | 高级检索  
文章检索
  按 检索   检索词:      
出版年份:   被引次数:   他引次数: 提示:输入*表示无穷大
  收费全文   37篇
  免费   8篇
  国内免费   4篇
地球物理   3篇
地质学   8篇
海洋学   38篇
  2023年   1篇
  2022年   1篇
  2016年   3篇
  2015年   2篇
  2013年   2篇
  2012年   1篇
  2011年   2篇
  2010年   6篇
  2009年   5篇
  2008年   7篇
  2006年   2篇
  2005年   1篇
  2003年   5篇
  2002年   1篇
  2001年   1篇
  2000年   5篇
  1999年   1篇
  1998年   2篇
  1997年   1篇
排序方式: 共有49条查询结果,搜索用时 15 毫秒
1.
2.
By means of a logarithm law for the velocity profile,a corrected formula of bed resistancecoefficient,which involves many factors such as gradient of still water depth,variation of surfaceelevation,flow direction,and so on,is derived from the 3D governing equations of tidal current by aver-aging over the whole water depth.Theoretical analysis and application have shown that the 2D plane tidalcurrent numerical model would be more reasonable and could be applied to steep bottom topographywhen the corrected bed resistance coefficient is used,therefore the results of reproduction simulation andengineering calculation would be more scientific and reasonable.  相似文献   
3.
潮汐调和分析的一种算法   总被引:2,自引:1,他引:1  
本文在常规潮汐调和分析方法的基础上,提出了一种由高低潮资料进行潮汐分析的算法。具体计算表明,该算法与现今通用的常规算法(即等间隔最小二乘法)相比,既可大大减少所需原始样本量,在相同记录长度内,是常规算法的三分之一还少,同时减少样本处理的前期工作量;又能保证潮位拟合的精度和预报的可信度,两者精度相当,结果一致。该算法原理简单、实用有效,对于局部样本缺损较易处理,具有实际应用价值。  相似文献   
4.
A Computational Model for Velocity Separation in Shallow Sea   总被引:1,自引:0,他引:1  
SONG  Zhiyao 《中国海洋工程》2002,16(3):407-413
Based on the hydrodynamical feature and the theoretical velocity profiles of tidal flow and vvind-induced flow in shal-low sea, a computational model is established for the first time, which can separate observed velocity into tidal velocity and wind-induced velocity by use of the least square method. With the model, not only the surface velocities of tidal flow and vvind-induced flow are obtained, but also the bed roughness height is determined and the wind velocity above the wa-ter surface is estimated. For verification of the model, the observed velocity in the Yellow River Estuary and the laborato-ry test is separated, then it is applied to the Yangtze River Estuary. All the results are satisfactory. The research results show that the model is simple in method, feasible in process and reasonable in result. The model is a valid approach to analysis and computation of field dala, and can be applied to separate the observed velocity in shallow sea; at the same time, reasonable boundary conditions of th  相似文献   
5.
长江口三维潮流数值计算及动力分析   总被引:11,自引:1,他引:10  
采用三维动力学数学模型对长江口潮流场进行了计算,对长江口潮流流态在一个潮周期内逐时进行了分析,并对长江口南支盐水倒灌从动力学角度进行了初步探讨。计算结果表明:文中模型较好地重演长江口潮流场,可以用于大型复杂河口工程实际中的潮流场的计算和分析。  相似文献   
6.
考虑到潮流运动的非恒定性和非线性特征,基于潮流雷诺应力分布式,应用Prandtl混合长度和von Karman自相似理论,并结合潮流运动方程,推导了近底层潮流速垂向分布的双对数模式.然后,将该分布模式应用于英国大陆南部西Solent水道和江苏岸外西洋海域流速的实测资料,并与对数线性分布的计算成果相比较,获得了比较满意的结果.最后,对几种分布模式进行了讨论和比较,结果表明:在近岸水域采用对数或对数线性流速分布模式计算摩阻流速和粗糙高度往往会带来较大的偏差,双对数模式能使计算的结果更为合理.  相似文献   
7.
In most TVD schemes, the r-factors were proposed according to the cell-centered(CC) finite volume method(FVM) framework for the numerical approximation to the convective term. However, it is questionable whether those r-factors would be appropriate and effective for the vertex-centered(VC) FVM. In the paper, we collected five kinds of r-factor formulae and found out that only three of those, respectively by Bruner(1996), Darwish and Moukalled(2003) and Cassuli and Zanolli(2005) can be formally extended to a context of the VC FVM. Numerical tests indicate that the TVD schemes and r-factors, after being extended and introduced to a context of the VC FVM, maintained their similar characteristics as in a context of the CC FVM. However, when the gradient-based r-factors and the SUPERBEE scheme were applied simultaneously, non-physical oscillations near the sharp step would appear. In the transient case, the oscillations were weaker in a context of the VC FVM than those in a context of the CC FVM, while the effect was reversed in the steady case. To eliminate disadvantages in the gradient-based r-factor formula, a new modification method by limiting values on the virtual node, namely U? in the paper, was validated by the tests to effectively dissipate spurious oscillations.  相似文献   
8.
张卓  宋志尧 《海洋与湖沼》2015,46(5):995-1000
潮流的流速分布和湍流切应力的分布密切相关。为了研究潮流湍流切应力的特征和变化规律,本文从潮流运动方程推导出随潮流呈周期性变化的湍流切应力随深度的分布表达式。从江苏近海现场实测流速剖面中计算得到一个潮周期内的湍流切应力的变化过程。通过将实测值与本文理论解的比较发现,计算值能很好地反映出实测值的变化特征,尤其是能正确地反映潮流在加速和减速过程中,湍流切应力偏离线性分布呈现上凹和下凹的现象,以及只有在加减速转换的时候切应力才呈现线性分布的特点。最后,通过分析湍流切应力振幅及相位沿水深的变化情况,认为反映潮流周期、涡粘性和水深之间关系的参数Ri是决定湍流切应力弯曲程度及分布形态的重要参数。对于近海潮流,水深是影响湍流切应力偏离线性程度的主要因素。  相似文献   
9.
中国东部边缘海潮波系统形成机制的模拟研究   总被引:11,自引:0,他引:11  
以三维高精度潮波数值模拟为基础,动用系统分析方法和地理信息系统技术,对影响中国东部边缘海潮波系统的因素,包括入射潮波、科氏力、海区地形、岸线形状及底摩擦等,进行了模拟试验。结果表明,它们对潮波系统的模式有不同程度的作用,其中科氏力的有无、岸线形态的变化和水下地形的巨变化对潮波系统有重要影响。研究认为,中国东部边缘海潮波系统是一个海-潮相互作用的整体;在一定的入射潮波条件下,该区的海区条件、特别是岸  相似文献   
10.
Based on the one-dimensional salinity transport equation with constant diffusion coefficient, and separated water flow velocity into runoff and tidal current with the single-frequency in an idealized estuary, the simplest unsteady analytical so- lution of salinity intrusion is deduced and the estimation formula of diffusion coefficient is obtained in this paper. The unsteady solution indicates that salinity process in estuaries results from the interaction of runoff and tidal current, and its amplitude is in direct proportion to the product of the velocity of runoff water and the amplitude of tidal flow velocity and in inverse proportion to the diffusion coefficient and the tidal angular frequency, and its phase lag tidal flow with 7/2 which reveals the basic features of the maximum salinity appearing after flood slack and the minimum salinity appearing before ebb slack under the effect of runoff (the advance or lag time is relative to the magnitude of runoff and tidal flow). According to the measured flow velocity and salinity data, the salinity diffusion coefficient could be estimated. Finally, with the field data of observing sites on the deepwater navigation channel of the Yangtze Estuary, the diffusion coefficient is calculated and a comparative analysis of simulated and measured of salinity process is made. The results show that the solution can comprehensively reflects the basic characteristics and processes of salinity intrusion under the interaction of runoff and tidal flow in estuaries. The solution is not only suitable for theoretical research, but also convenient for estimating reasonable physical parameters and giving the initial condition in the salinity intrusion numerical simulation.  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