大窑湾海域水化要素分布及相关关系的探讨     

邵秘华  孙茜  贺广凯  张国光  刘彤 《海洋科学进展》1995,(2)

本文依据大窑湾的环境调查资料为基础，系统地阐述了水体中化学要素ｐＨ、盐度、透明度、ＤＯ、ＣＯＤ、ＴＯＣ、浊度、悬浮物、ＮＨ４－Ｎ、ＮＯ２－Ｎ、ＮＯ３－Ｎ、ＰＯ４－Ｐ、ＳｉＯ３－Ｓｉ、Ｃｕ、Ｐｂ、Ｚｎ、Ｃｄ、Ａｓ、Ｈｇ、Ｃｒ、硫化物、六六六、石油等分布规律。诸要素主要是在潮流水动力支配下，形成扩散带。各要素中仅有无机氮和ＰＯ４－Ｐ两项含量超标，其余要素含量范围都是处于海水正常浓度水平，属于一类海水水质。文章并对各要素进行相关关系分析。  相似文献   

胶州湾波浪状况分析   总被引：1，自引：0，他引：1  

常德馥 《海岸工程》1991,10(4):13-20

本文根据胶州湾不同时间,不同地点的波浪观测资料,分析了胶州湾的波浪特点和灾害性天气影响时的波浪状况。  相似文献   

北黄海内潮对潮流垂直结构的影响     

赵俊生  耿世江  孙洪亮  张自历 《海洋学报》1990,12(6):677-692

中国近海,潮流占支配地位,在跃层存在的季节,实测潮流的垂直结构相当复杂.本文将实测潮流分解为平均正压潮流和变差潮流两部分,提出了从能量构成及分配研究潮流垂直结构的方法,并借此方法研究了北黄海实测潮流的垂直变化情况.分析表明:实测潮流的能量之所以在跃层附近集中主要是内潮所致.跃层两侧内潮流的方向相反,这在一定条件下可以导致跃层两侧实测潮流椭圆的旋转方向相反.平均正压潮流与变差流的交叉作用,在潮流垂直结构的形成中起着重要的作用.正是这种作用导致潮流能量在整个水柱中的不均匀分配.在跃层上侧的内潮流与整个水柱中变差流之间的总能量比率,比在跃层下侧的内潮流与该变差流之间的总能量比率要大.以强内潮区(L4站)为例:对于全日潮频率,上述对应的比率各为38.82%和29.88%,内潮流的总能量约为变差流的68.70%;对于半日潮频率,上述对应的比率各为26.61%和19.73%,内潮流的总能量约为变差流的46.36%.  相似文献   

鲇鱼湾油码头附近水域潮汐,波浪和海流特征     

刘恒魁 《海岸工程》1990,9(1):60-66

本文依据鲇鱼湾油码头附近水域实测潮汐、波浪和海流资料,分析了本区潮汐和潮流分别以M_2分潮和分潮流占优势。潮位和潮差均具有季节性变化。潮流和余流流速的强弱主要与地形效应有关。本区东南向强浪的生长,主要依赖于偏南季风,  相似文献   

北部湾三维潮流场数值研究(英文)     

刘学刚  叶安乐 《中国海洋大学学报(自然科学版)》1988,(4)

本文对北部湾三维潮波进行了数值研究,并将所得结果与现有观测资料作了比较。通过比较发现两者相当一致。文中还绘制了M_2和K_1分潮的同潮图,并对其作了讨论。可以断定,北部湾的日潮优势是由日潮共振所引起的。M_2和K_1分潮流的水平分布表明,强流区位于它们各自的蜕化无潮点附近。还讨论了分潮流的铅直结构,可以看出这种结构十分接近实际分潮流场的特征。  相似文献   

地形和流同时影响下波向线的数值计算   总被引：4，自引：0，他引：4  

徐德伦蒋德才  王风聪 《山东海洋学院学报》1987,17(1):1-9

本文提出一种同时考虑地形和均匀流影响的波向线数值解法及其具体的计算步骤。作为例子，对一种理想的简单地形作了数值计算并绘出波向线图．计算结果表明．流对波浪折射有明显的作用。  相似文献   

海浪能量方向分布形式对近岸波折绕射计算的影响   总被引：5，自引：2，他引：5  

刘百桥 《海洋通报》1996,15(1):1-6

本文考虑海浪能量在方向上的分布，结合组成波折绕射控制方程组，建立了海浪方向谱的折绕射联合模型，并在简单地形上实施数值计算，比较简单波及折绕射的计算结果，表明：考虑海浪能量的方向分布，能减弱波动能量辐聚、辐散的程序，改变辐聚、辐散的位置。  相似文献   

Analysis of Mixing of Pollutants in Water Waves and Currents     

袁丽蓉  沈永明唐军 《中国海洋工程》2007,21(1):115-124

A vertical two-dimensional turbulence numerical model for the interaction of waves and currents is developed in the paper based on the nonlinear two-equation k-ε model with the VOF method.The one-dimensional equivalent advection velocity and equivalent mixing coefficient are defined and the solving process is introduced:The pollutant concentration field,generated by an instant source in waves and currents,is calculated with the model,and then the equivalent advection velocity and equivalent mixing coefficient are obtained by calculating the time derivative of the mean and variance of pollutant concentration probability distribution.The effects of wave period and wave height on the equivalent mixing coefficient for waves and wave-currents are also investigated.  相似文献   

Numerical Study on Instantaneous Discharge of Unsorted Particle Cloud in Cross Flow     

顾杰  李志伟杨红 詹咏 《中国海洋工程》2007,21(2):305-316

The mixing characteristics of particles such as dredged sediment of variable size discharged into cross flow are studied by a 3D numerical model, which is developed to model the particle-fluid two-phase flow. The Eulerian method with the modified k-ε parameterization of turbulence for the fluid phase is used to solve fluid phase, while a Lagrangian method for the solid phase (particles), both the processes are coupled through the momentum sources. In the model the wake turbulence induced by particles has been included as additional source term in the k-ε model; and the variable drift velocities of the particles are treated efficiently by the Lagrangian method in which the particles are tracked explicitly and the diffusion process is approximated by a random walk model. The hydrodynamic behavior of dumping a cloud of particles is governed by the total buoyancy of the cloud, the drag force on each particle and the velocity of cross-flow. The computed results show a roughly linear relationship between the displacement of the frontal position and the longitudinal width of the particle cloud. The particle size in the cloud and the velocity of cross flow dominate the flow behavior. The computed results are compared with the results of laboratory experiments and satisfactory agreement is obtained.  相似文献   

The Mathematical and Parameterized Expressions for Wave Induced Excess Flow of Momentum     

朱首贤丁平兴  张文静 《中国海洋工程》2007,21(1):137-146

Wave induced excess flow of momentum(WIEFM)is the averaged flow of momentum over a wave period due to wave presence,which may also be called 3-D radiation stress.In this paper,the 3-D current equations with WIEFM are derived from the averaged Navier-Stokes equations over a wave period,in which the velocity is separated into the large-scale background velocity,the wave particle velocity and the turbulent fluctuation velocity.A concept of wave fluctuating layer(WFL)is put forward,which is the vertical column from the wave trough to wave ridge.The mathematical expressions of WIEFM in WFL and below WFL are given separately.The parameterized expressions of WIEFM are set up according to the linear wave theory.The integration of WIEFM in the vertical direction equals the traditional radiation stress(namely 2-D radiation stress)given by Longuet-Higgins and Stewart.  相似文献