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51.
-In this paper, the factors for SSTA development in finite sea area of low latitudes are discussed with simpler linearized equations, According to the coupling conditions at the interface of atmosphere and ocean, we studied the horizontal scale relations of air-sea coupled system satisfying the dynamical and thermodynamical requirements, From the fluctuation viewpoint, the relation of horizontal scales and wave numbers are presented for a linear atmosphere-ocean coupled system with the same time scales. At last part of the paper, the state of fluctuations is examined for different sea scales under certain given atmospheric scale with a simpler two-layer coupled model, and some significant results obtained. 相似文献
52.
The generation and propagation of surface waves resulting from suddenly created disturbances over water surfaces is investigated. The initial boundary conditions defining the disturbance are given either by a velocity of the free surface, an initial elevation of the free surface or a pressure impulsively applied on the free surface. It is shown that the corresponding three forms of solutions are related by a simple time derivative. Linear solutions are obtained in the cases where the wave motion is assumed to be nondispersive, mildly dispersive and fully dispersive, as well as in the case where the motion is given by the method of stationary phase. Criteria are established to indicate the limit of validity of each method. 相似文献
53.
本文采用黄海(35°N以北,124°E以西)断面调查资料,对海域表层盐度年变化进行谐波分析,讨论了年波与半年波位相与振幅在海区的分 布不同水系消长及运动的关系。 相似文献
54.
1964年作者发表了“杭州湾潮混合的初步研究Ⅰ.上湾区”一文(毛汉礼、甘子钧等,1964)。根据表征入海径流冲淡作用的河口盐度沿程分布和变化特征,将杭州湾以海盐为界划分为上湾区和下湾区:海盐以上的上游段为上湾区,其潮混合为强混合型;海盐至湾口的下游段为下湾区。其后,又对杭州湾的盐度分布、水系和环流做了初步分析,并对潮汐、对流和风浪等作用所导致的涡动混合现象作了粗略的讨论,认为要合理地阐明下湾区的混合过程似应同时考虑侧向与垂向的混合效应(毛汉礼.沈鸿书等,1964)。本文根据1963年在杭州湾下湾区进行专题水文调查所获得的资料,对杭州湾下湾区的潮混合问题进行了研究:对表征该区潮混合扩散过程的某些特征量,如水平涡动扩散系数、水平涡动交换系数等作出量级估计,并给出涡动交换椭圆;估算了控制这一河口区域盐量平衡与动量平衡的各项物理过程的相对重要性,为进一步开展杭州湾下湾区潮混合过程的观测和理论研究提供依据。 相似文献
55.
Determining the age of water and long-term transport timescale of the Chesapeake Bay 总被引:5,自引:0,他引:5
The concept of age of water (AW) is applied to the Chesapeake Bay to investigate the long-term transport properties for dissolved substances. A real-time calibrated hydrodynamic Chesapeake Bay model in 3 Dimensions (CH3D), employing a boundary-fitted curvilinear grid, is used for the study. The long-term transport properties, represented by AW, are investigated under the conditions of low river inflow of 1995 and high river inflow of 1996, as well as for constant mean inflows. The influences of freshwater, density-induced circulation, and wind-induced transport on age distribution have been investigated. Model results show that river inflows, wind stress, and density-induced circulation play important roles in controlling the long-term transport in the Bay. The model results shows that it requires 120–300 days for a marked change in the characteristics of the pollutant source discharged into the Bay from the Susquehanna River to affect significantly the conditions near the mouth under different hydrodynamic conditions. An increase of river discharge results in increases of downstream residual current and gravitational circulation, and thus reduces AW. The density-induced circulation contributes to the transport substantially. The dissolved substances discharged into the Bay are transported out of the Bay more rapidly when the estuary becomes more stratified. Southeasterly and southwesterly winds have strong impacts on the transport compared to the northeasterly and northwesterly winds. The former increases lateral and vertical mixing significantly. Consequently, the gravitational circulation is reduced and the transport time is increased by 50%. The model results provide useful information for understanding the long-term transport processes in the Bay. 相似文献
56.
Estimation of Land Subsidence Based on Groundwater Flow Model 总被引:8,自引:0,他引:8
This article presents an approach for estimating land subsidence due to withdrawal of groundwater. The proposed method calculates the groundwater seepage in 3-D-condition and calculates the land subsidence one-dimensionally. The governing equation on groundwater seepage is based on the three-dimensional mass conservation law and the principle of effective stress. The land subsidence calculation method is derived based on the following assumptions: (1) displacements occur only in the vertical direction, and (2) in vertical direction the total stresses do not change. The governing equation is solved by numerical method, i.e., finite element method (FEM) in spatial discretization and finite difference method (FDM) in time series discretization. In FEM Galerkin method is adopted and in FDM, lumped matrix method is employed. The proposed method is calibrated via analyzing 1-D consolidation problem and the results are compared with those from Terzaghi's one-dimensional consolidation theory and oedometer test. The proposed method is employed to analyze the consolidation of a soft layer due to withdrawal of groundwater from an aquifer under it. Moreover, this method is also applied to a field case of land subsidence due to groundwater pumping in a gas production field in Japan. The analytical results are compared with the field observed data. The results show that this approach simulates the field case well. 相似文献
57.
胶州湾鱼类复殖吸虫的研究 总被引:1,自引:0,他引:1
胶州湾水域的鱼类复殖吸虫,早在30年代秦素美(1933)曾报道过7种;作者自1958年起陆续在该水域进行吸虫标本采集,先后剖检鱼类49种,共529尾,找到吸虫21种,其中4种为新种。本文为新种记述,并附胶州湾吸虫及宿主鱼类名录。
文内测量单位一律为mm,卵子为μm。模式标本存放在中国科学院海洋研究所。 相似文献
58.
59.
胶州湾营养盐的现状和变化 总被引:28,自引:3,他引:28
报道了1991年5月至1994年2月12个航次胶州湾NO3-N,NO2-N,NH4-N,PO4-P和SiO3-Si的时空分布基本特征,60年代于至90年代的变化表明,胶州湾营养盐的浓度和分布已发生显变化。尤其从60年代至80年代,30年来,胶州湾中东部水城PO4-P,NO3-N和NH4-N浓度分别增加2.2,7.3和7.1倍,TON浓度也增加了3.5倍,TIN/PO4-P从10增加至24.2;T 相似文献
60.
Yang Zhengji Zuo Qihua
Senior Engineer River Harbour Department Nanjing Hydraulic Research Institute Nanjing Engineer River Harbour Department Nanjing Hydraulic Research Institute Nanjing 《中国海洋工程》1991,(2)
The wave forces on 1, 2 and 4 vertical circular piles under the action of several wave trains of the same wave parameters, such as Hs,Tp and Mo, but different wave group factor GF are measured in the laboratory. After comparing these forces, it may be concluded that the mean and significant wave forces are almost of no difference for the wave trains with different GF. When GF is larger, the one-tenth of the wave froce extreme is slightly increased and the maximum wave force is much larger than the ones with smaller GF, to which attention must be paid in engineering practice. 相似文献