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71.
本文根据胶州湾东北部岸滩目前污染严重、脏乱不堪的现状及城市总体规划的要求.提出了胶州湾东北部岸滩的改造意见.着重从海洋动力、生态、水量平衡的角度论证了改造工程的必要性和可行性。  相似文献   
72.
Based on the 2nd order cnoidal wave theory, the characters of shallow water standing waves and their action on vertical walls are studied in this paper. The theoretical expressions of the wave surface elevation in front of and the wave pressure on the vertical wall are obtained. In order to verify the theoretical results, model tests were made in the State Key Laboratory of Coastal and Offshore Engineering at DUT. For the wave surface elevation in front of the wall and the wave forces on the wall at the moment when the wave surface at the wall surface goes down to the bottom of the wave trough, the calculated results coincide quite well with the experimental results. For the wave forces on the wall at the moment when the wave surface at the wall surface goes up to the top of the wave crest, the theoretical expressions are modified by the experimental results. For the convenience of practical use, calculations are made for the wave conditions which usually occur in enginering practice by use of the inves  相似文献   
73.
The soil permeability of many natural marine sediments decreases with depth because of consolidation under overburden pressure. This is accompanied by a decrease in porosity and void ratio that also affect the permeability. Conventional theories for wave-induced soil response have assumed a homogeneous porous seabed. This paper presents a new approach for the wave-induced response in a soil matrix, with variable permeability as a function of burial depth. The soil matrix considered is unsaturated and anisotropic, and is subject to a three-dimensional wave system. The pore pressure and effective stresses induced by such a system are obtained from a set of equations incorporating a variable permeability. Verification is available through reduction to the simple case of uniform permeability. The results indicate that the effect of variable soil permeability on pore pressure and vertical effective stress may be significant, especially in a gravelled seabed and for unsaturated sandy soils.  相似文献   
74.
RelationshipbetweenbiogeochemicalfeaturesofbiogenicelementsandflocculationintheChangjiangEstuary¥LinYi'an;TangRenyou;LiYan;Do...  相似文献   
75.
大连湾牡蛎的染色体数目   总被引:1,自引:0,他引:1  
以大连湾牡蛎的早期胚胎为材料。经染色体数目分析,首次提出大连湾牡蛎的染色体数目为2n=20。为牡蛎遗传育种工作提供依据。  相似文献   
76.
In this paper, the responses of the interaction system of R.C. gravity single-leg platform to seismic excitation are mainly analysed. A set of nonlinear equations for the interaction system are established by using the wave, one is the soil-structure interaction and the other is the fluid-structure interaction. The seismic response of the interaction system is analysed for the influence of the asymmetric structure, fluid action, etc. with the input of seismic SH waves in any direction. The numerical results are given for a simple example.  相似文献   
77.
-Based on a two-dimensional numerical M2 tidal model of the Huanghai and Bohai Seas, sediment transport of particles with different sizes in the computational area is given. It is concluded that tidal currents play an important role in sediment transport and deposition in the Huanghai and Bohai Seas.  相似文献   
78.
近二十年来,随着海洋环境科学的发展,河口污染和生态问题日益受到重视。关于污水排放对河口内湾浮游植物生态的影响,近年Ketchum, B. H. (1967); McCormick, J.M. 等(1975); Rice, T. R. (1975); Jenkins, S. H. (1978); Thompson, G. B. 等(1981 ); Meyers, V. B. 等(1983)和Joint, I. R.(1984)都做过调查研究和评论。但迄今国内有关这方面的研究报道甚少。 海河口是一个有污染源的生态环境特殊的感潮河口,受自然因素和人类活动的影响很大。由于其地理位置得天独厚,水质肥沃,饵料丰富,历来是许多经济鱼虾类优良的天然产卵、索饵和肥育的场所,在渤海渔业上占有重要位置。但近十多年,由于入海径流量锐减和城市污水排海总量的增加1),其水质逐渐恶化,环境正由半咸水向海洋化方向演变,对河口渔业构成严重威胁。对此,我所曾于1978-1981年对渤海湾的污染状况及影响进行过多学科的综合调查,在渤海湾污染的浮游植物生态效应、海湾富营养化及其与赤潮的关系等方面,也做过初步研究(邹景忠等,1983; 1984; 1985 )。当时由于受调查范围和项目的限制,对河口有机污染及生态效应的研究还很不够,所获得的一些资料尚不足以作出定量的科学论断。 本文着重探讨海河口区浮游植物的生态变化及其与有机污染的关系,旨在为综合分析和评价海河口区目前的生态质量及演变趋势,为河口环境的综合整治提供科学依据。  相似文献   
79.
A new approach to high-order Boussinesq-type equations with ambient currents is presented. The current velocity is assumed to be uniform over depth and of the same magnitude as the shallow water wave celerity. The wave velocity field is expressed in terms of the horizontal and vertical wave velocity components at an arbitrary water depth level. Linear operators are introduced to improve the accuracy of the kinematic condition at the sea bottom. The dynamic and kinematic conditions at the free surface are expressed in terms of wave velocity variables defined directly on the free surface. The new equations provide high accuracy of linear properties as well as nonlinear properties from shallow to deep water, and extend the applicable range of relative water depth in the case of opposing currents.  相似文献   
80.
1 .IntroductionTheBohaiGulfisinfestedbyiceinthewholewinter,andoffshorestructuresthereexperiencenotonlywind ,waves ,currentsandearthquake ,butalsoiceloadswhicharecomplicatedbecauseofthedynamicinteractionbetweenicesheetsandstructures.Duanetal.( 2 0 0 0 )hadacomprehensivere viewofthelatestadvancesonice inducedvibration ,fatigueandfractureofoffshorestructures ,payingmuchattentiontothedifferencesinicebreakingmodeanddynamicsofstructuresindifferentice in festedwaters .Theypresentedcriticallythelates…  相似文献   
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