大型泊位设计中的水流问题——以宝钢马迹山港为例     

徐元 《海洋工程》1998,(4)

本文以宝钢马迹山２５万吨级矿石中转港码头设计中所遇到的水流问题为例,通过对研究水域的水流性质以及泊位、船舶、水流三者之间关系的初步分析,认为水流尽管与风、浪一样不致船舶结构破坏,但一定时段内却可能对其靠泊造成困难,而水流作用于系泊中船舶并传递给码头结构物的荷载,以及水流与波浪相互作用使得波流要素改变则是设计中必需考虑的。最后,作者对港口设计和运作提出建议,以期相类似水深流急地区建设大型泊位时能有所借鉴。  相似文献   

水下运动物体及海底地形的SAR探测的初步研究(一)水下运动物体的SAR仿真影像分析     

张庆华  杭可 《海洋科学进展》1998,(3)

当物体在水中运动时,它所引起的流场变化会调制海水表面的小尺度波动,从而可以被合成孔径雷达（ＳＡＲ）所探测。本文建立了一个三维半隐式格式,对水下运动物体的绕流问题进行了数值计算。在袁业立有关海波高谱形式及ＳＡＲ影像原理的理论分析基础上,本文进一步计算了水下运动物体ＳＡＲ影像的Ｇ值分布图,并讨论了物体深度、海水水深、海表面主波方向对水下运动物体ＳＡＲ影像的影响。  相似文献   

ANALYTIC STUDY ON THE MECHANISM FOR LOW FREQUENCY TELECONNECTION AND HORIZONTAL PROPAGATION IN THE ATMOSPHERE     

薛凡炳 《热带气象学报(英文版)》1998,4(2):155-165

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The statistics of particle velocities and accelerations under waves with directional spread     

M.J Tucker 《Ocean Engineering》1998,25(6):481-496

The statistics of the horizontal component of the water particle velocity vector under random waves are considered. A spread in the directions of travel of the component wave trains does not affect the rms value of the modulus r but it affects the shape of its probability distribution in such a way that the pr3bability of extreme values is reduced. For small and moderate directional spreads the modulus for a given probability of exceedance is reduced by a factor which tends to F_s as the probability of exceedance tends to zero, where F_s is the spread factor (which is typically 0.9 in temperate storms). However, the convergence on this asymptote is not complete for probabilities of engineering importance, particularly for wide directional spreads. The standard deviation of the probability distribution of the direction of the vector is reduced roughly in inverse proportion to r. The same conclusions apply to particle accelerations.  相似文献   

Elastic response of catamaran wetdeck to liquid impact     

Alexander Korobkin 《Ocean Engineering》1998,25(8):687-714

The impact of an elastic plate onto the compressible fluid without free surface deformation is considered. The ability of the liquid volume to be deformed is geometrically limited which leads to severe impact conditions. The present analysis is focused on the stresses in the plate and the hydrodynamic loads under the impact. The motivation for this research comes from ship hydrodynamics, where the hulls of a catamaran restrict the liquid outflow and the water impacts onto the wetdeck. The influence of the air on the impact process is investigated. The analysis did not reveal any great advantage of utilizing the air-cushion effect or ejection of air into the water near the impact region to prevent high stresses in the elastic plate. It was found that in the problem considered, the stress peaks far from the plate centre and the one-mode approximation does not provide correct information about the stress level.  相似文献   

Numerical Simulation of Abnormal Wave Height Change Induced by Excavated Waterway with Boussinesq Equation     

Zhang Yonggang  Li Yucheng Associate Professor  Dept. of Mechanic Engineering  Shanghai Jiao Tong University  Shanghai Professor  Dept. of Civil Engineering  Dalian University of Technology  Dalian 《中国海洋工程》1998,(1)

A nonlinear numerical model has been set up by use of Boussinesq Equation with finite differ-ence method,and has been applied to the simulation of the abnormal change of wave height induced by ex-cavated waterway.Numerical results demonstrate that the abnormal change of wave height is due to theadding of the reflected wave height induced by excavated waterway to the incident wave height.Becausethe angle between the incident wave and the axis of the waterway is smaller than the critical angle,the re-flected wave produced by the waterway may propagate to the breakwater and may be added with the inci-dent wave,then the abnormal change of wave height before the breakwater may be caused.So the wave re-flection caused by the change of water depth cannot be neglected.  相似文献   

The Statistical Distribution of the Horizontal Velocities of Water Particles at Wave Surface Maxima     

GUAN Changlong Professor 《中国海洋工程》1998,(3)

On the basis of the linear model of random sea waves presented by Longuet-Higgins,the statis-tical distribution of the horizontal velocities of water particles at wave surface maxima is derivedtheoretically.The derived distribution is similar to that of wave surface maxima,and a new spectral widthε_u,which is defined as(1-(m_3~2/m_2m_4))~(1/2),is introduced in the distribution.When ε_u tends to zero,the distribu-tion is reduced to Rayleigh distribution and it is reduced to the normal distribution when ε_u tends to unity.For a narrow spectrum,it is proved that ε is equal to 1/2ε,where ε is(1-(m_2~2/m_0m_4))~(1/2)and is the commonlyused spectral width..  相似文献   

Study on Current-Random Wave Forces Acting on a Framework     

E Xuequan  SHAO Chuanping  GAO Yuxin Professor 《中国海洋工程》1998,(3)

—The forces of random wave plus current acting on a simplified offshore platform(jacket)mod-el have been studied numerically and experimentally.The numerical results are in good agreement withexperiments.The mean force can be approximated as a function of equivalent velocity parameter and theroot-mean-square force as a function of equivalent significant wave height parameter.  相似文献   

Study on Coastal Protection Engineering in the Area of Abandoned Yellow River Mouth     

ZHANG Yifan  YU Guohua  SHENG Zhaoci  XU Ming Senior Engineer  River  Harbour Department  Nanjing Hydraulic Research Institute 《中国海洋工程》1998,(2)

This paper reviews the history of coast evolution and coastal protection in the area of theabandoned Yellow River mouth in Jiangsu Province,analyzes the erosion characteristics and dynamic en-vironment,evaluates the efficiency of coastal protection engineering works and designs the dimensions ofthe main seadike and offshore submerged dam.A gerneral scheme of shore protection for this area is pro-posed.  相似文献   

非线性效应对浅水水波变形的影响   总被引：3，自引：0，他引：3  

李瑞杰  魏守林 《海洋湖沼通报》1998,(1):1-5

本文采用波数矢量无旋和波能守恒方程建立了一个考虑非线性作用的浅水水波变形数值模型,模型中采用Ｂａｔｔｊｅｓ关系与波数矢量无旋,波能守恒方程一起来求解波浪在浅水中变形的波浪要素,在波能守恒方程中考虑了底摩擦的影响。利用本文提出的数值模型对一个斜坡浅滩水域波浪折射绕射现象进行了验证,验证计算中用一个非线性经验弥散关系近似浅水水波变形的非线性效应并与用线性弥散关系的计算结果进行了比较,结果说明使用非线性  相似文献