稳态瑞利波勘探的探测深度及影响因素分析     

夏宇靖 《煤田地质与勘探》1997,25(2):50-53

稳态瑞利波勘探所能达到的勘探深度是众多使用者越来越关心的话题。作者依据瑞利波勘探的基本原理和多年的实践经验,对影响勘探深度的各种因素,包括岩层的平均速度vR、使用的最低频率fmin、震源能量、各种地质因素、耦合因素等一一作了分析,并列举了多种条件下勘探深度的实际数据。指出综合运用合理参数,进一步提高对小异常的识别能力,有可能在目前基础上把瑞利波方法的勘探深度再提高一步。   相似文献   

槽波速度谱相对透射系数图法   总被引：1，自引：0，他引：1  

杨元海 《煤田地质与勘探》1993,21(4):53-56

针对近年来国内推广槽波地震探测技术中遇到的问题,提出了一种新的槽波相对透射系数图方法——槽波速度谱相对透射系数图法。它是根据槽波埃里相的速度特征求取槽波相对透射系数的另一种成图方法。   相似文献   

中国南海东部海域气候特征及风浪流极值参数的研究——LAGFD数值模式群的应用     

陈顺楠  乔方利  潘增弟  赵伟  万振文 《海洋科学进展》1998,(2)

本文采用先进的ＬＡＧＦＤ风、浪数值模式和ＰＯＭ（ＰｒｉｎｃｅｔｏｎＯｃｅａｎＭｏｄｅｌ）三维海流模式对自１９４５～１９９５年间发生并影响南海东部海域的２９９个历史最强热带气旋过程进行数值后报,给出了南海东部部分海域（１９°～２３°Ｎ,１１３°～１１８°Ｅ）中１０００ｍ等深线内６０个点的多年一遇风、浪、流和水位极值,并简要分析了南海东部（１５°～２７°Ｎ,１０８°～１２２°Ｅ）的气候特征,为该海域区域性海洋环境研究与工程开发提供了基础参考数据。  相似文献   

波速线性变化介质中地震波传播特征     

张维冈  刘保华 《中国海洋大学学报(自然科学版)》1998,(2)

根据变速介质中地震波传播所满足的变系数波动方程,推导出波速线性变化介质中一维波动方程的解析解,讨论了波速不均匀性对地震波传播的影响：地震波振幅衰减大小与介质速度梯度有关;频率转折点两侧地震波传播性质;频率与地震波波速关系。  相似文献   

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