渤海东部潮流动力地貌特征     

刘振夏  汤毓祥  王揆洋  夏东兴 《海洋科学进展》1996,(1)

渤海东部发育了典型的潮流动力地貌体系，它由老铁山水道冲刷槽、辽东浅滩沙脊和渤中浅滩沙席三者组成。前者为潮流侵蚀区，后两者为潮流沉积区。老铁山水道表层最大流速可达５ｋｎ，潮流强烈侵蚀海底；辽东浅滩表层最大流速１．３～２．３ｋｎ，Ｍ２分潮椭率绝对值小于０．４，潮流往复性强，形成潮流沙脊；渤中浅滩表层最大流速为１．２～１．６ｋｎ，Ｍ２分期椭率绝对值大于０．４，潮流旋转性强，形成潮流沙席。６号沙脊南端详测区的旁侧声纳镶嵌日显示的微地貌形态有海底沙丘、沙条、彗星尾标志和冲刷沟，表明沙席和沙脊均是现代潮流作用形成的底形。该潮流动力地貌体系中，净沉积物搬运从老铁山水道至两潮流浅滩；在详测区净沉积物搬运从南向北。  相似文献   

不同潮时对厦门湾水体中234Th/238U不平衡的影响     

陈敏  黄奕普  邱雨生 《海洋与湖沼》2001,32(6)

厦门湾水体中2 3 4 Th 2 3 8U不平衡的时间序列数据表明 ,无论是溶解态、颗粒态2 3 4 Th还是总2 3 4 Th ,相对于母体2 3 8U均严重亏损 ,呈现出与开阔大洋水明显不同的特征。溶解态、颗粒态2 3 4 Th的停留时间介于 0 .5— 41d之间 ,其中低潮时停留时间比高潮时小 2— 4倍 ,证实近岸海域具有强烈的清除、迁出作用 ,且潮汐变化对海域颗粒动力学特征有重要影响。2 3 4 Th停留时间与总悬浮颗粒物浓度 (TSM)、Chl.a的关系则表明 ,近岸海域元素的清除、迁出作用主要受陆源颗粒物输送的影响 ,与生物活动关系并不密切。此外 ,非稳态与稳态清除模型结果的对比证明 ,稳态模型对于具有强烈清除、迁出作用的近岸海域是适用的  相似文献   

建立潮汐汊道P-A关系的沉积动力学方法   总被引：6，自引：0，他引：6  

贾建军  高抒 《海洋与湖沼》2005,36(3):268-276

在均衡状态下，潮汐汉道系统的纳潮量(P)与口门面积(A)之间存在着较稳定的关系，通常用幂函数形式来表达。计算P-A关系的传统O’Brien方法因其统计性质无法给出单一潮汐汉道的P-A关系。根据沉积动力学原理，每个潮汐汉道的P-A关系都受涨落潮历时、断面平均流速、口门形态、纳潮量、淡水径流量、沿岸毛输沙量和沉积物粒度等因素的控制，对上述因素的每一种组合，都有对应的均衡态P-A关系。作者在前人工作的基础上，尝试着建立了计算单一潮汐汊道P-A关系的沉积动力学方法，并以山东半岛月湖为算例对该方法的应用进行了讨论。结果表明，均衡态潮汐汉道的P-A关系的指数n稳定在1．15左右，而系统C的变化较大。  相似文献   

海州湾及邻近海域潮流数值计算   总被引：8，自引：5，他引：8  

孙长青  郭耀同  赵可胜  陈斌林 《海洋科学》2003,27(10):54-58

采用不规则三角形网格的分步杂交法，建立海州湾及邻近海域二维变边界潮流数值模型，计算得到最大潮流分布、同潮时线与等振幅线、潮流椭圆、潮致欧拉余流分布及不同时刻潮流场分布。  相似文献   

上海滨岸潮滩根际重金属含量季节变化及形态分布   总被引：12，自引：3，他引：12       下载免费PDF全文

毕春娟  陈振楼  许世远 《海洋与湖沼》2003,34(2):194-200

用Zeeman－5000型原子吸收分光光度计火焰法测定了上海滨岸潮滩沉积物中Cu、Pb、Fe、Mn、Zn、Cr的总量及其5种地球化学形态含量，发现根际沉积物中的重金属含量一般低于表层沉积物，但在重金属含量水平上，均为Fe＞＞Mn＞Zn＞Cu，Pb，Cr；单因子方差分析表明重金属在根限沉积物中存在显著的季节变化（p＜0.05＝，Cu、Pb、Fe、Mn、Zn、Cr在高潮滩芦苇根限沉积物中的含量均在夏、秋季出现最低值或次低值，在中潮滩海三棱Biao草根际沉积物中的季节含量随采样地点不同而变化，但与同一地点表层沉积物中的含量相关性很好，除Cr（r＝0．18）外，相关系数（r）分别达到0．77、0．74、0．65、0．84、0．77；Cu、Fe、Zn、Cr在沉积物中均以残渣态含量为主，Pb、Mn的碳酸盐结合态含量较高，秋季各重金属元素的碳酸盐结合态与铁锰氧化物结合态之间发生形态上的迁移与转化。  相似文献   

极浅海域潮流数值模型   总被引：9，自引：0，他引：9  

张存智  杨连武  窦振兴 《海洋与湖沼》1994,25(6):671-676

通过对以往的浅水环流数值模型进行改进，建立适用于极浅水域的且能达到较高分辨率的潮汐环流数值模型。模型的主要特点是：（１）通过改进海底摩擦项的表达式来克服传统的二次方律在极浅的潮滩区所产生的不稳定问题；（２）采用逆风格式处理动量方程中的平流项，有效地抑制由于岸边界移动引起的数值短波的扩散。结合老虎滩湾海上工程的需要，利用本模型进行一系列的数值模拟试验。经过实测资料验证表明，改进后的模型具有良好的稳定  相似文献   

潮汐汊道A-P关系中参数C和n的控制因素   总被引：7，自引：0，他引：7  

高抒  张红霞 《海洋科学》1997,21(4):23-27

与沿岸漂砂相联系的潮汐汊道系统达到均衡态时的Ａ－Ｐ关系可表示为Ａ－ＣＰ＾ｎ。根据对Ａ－Ｐ关系的模拟，本文提出在均衡条件下ｎ值必然大于１，潮汐汊道Ａ－Ｐ关系表现出弱分形现象。其原因是对应于一定强度的沿岸漂砂较小汊道以口门宽度减小，流速增大来维持均衡关系。模拟实验还表明，参数Ｃ的大小与沿岸输砂率、淡水径流量和潮汐类型有关，这些因素对参数ｎ稍有影响。前人研究有时遇到ｎ〈１的情况，这可能是由于统计分计的某  相似文献   

Tidal eddies in a semi-enclosed basin: a model study   总被引：1，自引：0，他引：1  

Vethamony P  Reddy GS  Babu MT  Desa E  Sudheesh K 《Marine environmental research》2005,59(5):519-532

A modeling study has been carried out to support a Marine Management Plan for the Gulf of Kachchh, India and here the hydrodynamic part of the programme is described. The hydrodynamic model accurately predicts the tides and tidal currents present in the Gulf and these have been validated with the measured data, albeit at only a few locations. The time averaged residual currents obtained from the model for one lunar cycle clearly reproduce the complex, small-scale, topographically induced flows with several eddies. The existence of a dynamic barrier along Sikka-Mundra section, which divides the Gulf into two distinct dynamic systems, is very evident. The model is further used to predict the movement of surface floating particles launched at different locations in the Gulf, as an aid to determining floating pollutants. The results indicate that industries discharging wastes upstream of the barrier should use extreme caution, as these will remain in the vicinity for at least one lunar cycle.  相似文献   

Verification studies for a z-coordinate primitive-equation model: Tidal conversion at a mid-ocean ridge     

E.D. Zaron  G.D. Egbert 《Ocean Modelling》2006,14(3-4):257-278

We document the accuracy and convergence of solutions for a z-coordinate primitive-equation model of internal tide generation and propagation. The model, which is based on MOM3 numerics, is linearized around a state of rest to facilitate comparison with analytic estimates of baroclinic generation at finite-amplitude topography in a channel forced by barotropic tidal flow at its boundaries. Unlike the analytical model, the numerical model includes mixing of both buoyancy and momentum, and several definitions of “baroclinic conversion” are possible. These are clarified by writing out the energetics of the linearized equations in terms of barotropic kinetic energy, baroclinic kinetic energy, and available potential energy. The tidal conversion computed from the model, defined as the rate of conversion of barotropic kinetic energy into available potential energy, agrees well with analytical predictions. A comparison of different treatments of bottom topography (full-cells, partial-cells, and ghost-cells) indicates that the partial-cell treatment is the most accurate in this application. Convergence studies of flow over a smooth supercritical ridge show that the dissipation along tidal characteristics is, apparently, an integrable singularity. When the ocean bottom is not smooth, the accuracy and convergence of the model depend on the power spectrum of the topography. A numerical experiment suggests that the power spectrum of the resolved topography must roll off faster than k⁻² to obtain convergent results from a linear numerical model of this type.  相似文献   

Open boundary conditions for regional tidal simulations     

Glenn S. Carter  Mark A. Merrifield   《Ocean Modelling》2007,18(3-4):194-209

The performance of regional tide model simulations is examined in relation to the choice of open boundary conditions. Three barotropic open boundary conditions, clamped elevation, clamped normal velocity, and Flather, give similar results when the prescribed values are exact; however, Flather is much less sensitive to errors in the prescribed values. Of particular concern, it was found that with a phase error between the two boundaries, both the clamped conditions resulted in magnitude errors in the unclamped variable (although the simulation remained stable).A modified flow relaxation scheme for the depth-varying prognostic variables is presented. This implementation allows the transmission of a range of vertical modes while retaining realistic topography at the boundary. It was found to be an excellent internal tide boundary condition in tests comparing simulations of different domain length encompassing a ridge and sloping bottom, and in a comparison to an analytical solution. Mass is conserved without any artificial volume constraint.  相似文献