广角反射地震资料特殊处理方法研究

广角反射折射地震资料是较特殊的一类资料,其明显特点是:记录长,排列长,多种波场混合、反射能量强。用其进行深层勘探,可以大幅度提高深层地震资料的品质。本文从理论推导和模型试算上给出了反射资料不同于常规采集资料的处理方法，即反射波和折射波分离技术,大偏移距动校正叠加及正反演技术。尤其值得一提的是将这种海上的方法首次应用到了辽河地区陆上资料,并较好的提高了深层资料的品质。在浅层资料中大面积火山岩屏蔽区也取得较好效果。     

单道海上反射地震在海上物探工程中的应用

单道海上反射地震因其高效、经济的优势，在近海工程物探领域具有广阔的应用前景。作者介绍了在近海浅水条件下抑制多次渡和噪声干扰的方法，并结合在香港地区的典型应用实例，阐述了海上地震在数据采集、数据处理及解释等方面的相关技术。     

Wave interaction with one or two rows of closely spaced rectangular cylinders

Experimental results are reported on the wave reflection from and transmission through one row or two rows of closely spaced rectangular cylinders. An empirical expression is proposed for the friction factor which models the head loss due to closely spaced rectangular cylinders. Algebraic expressions are presented to calculate the reflection and transmission coefficients of regular waves for a single slotted wall or double slotted walls. The model is validated by the published and present experimental results. The proposed method can be used for the preliminary design of slotted-wall breakwaters.     

Experimental Study of Perforated Caisson Breakwater

This paper describes the design of a perforated caisson breakwater and presents the results of model test. Tests with regular and irregular waves have demonstrated that the perforated caisson breakwater has the advantages of low reflection coefficient, good wave-absorbing performance, relatively small wave height in front of the breakwater, and small amount of overtopping. Analyses have been made of the coefficient of reflection, wave height in front of the breakwater, and wave overtopping. Relevant figures and tables are presented for reference.     

Investigation of Π-type breakwaters performance under regular and irregular waves

In this paper, performance of solid and perforated Π-type breakwaters was investigated experimentally. Both regular and irregular waves were used during testing. Four depths of immersions were selected for each breakwater and wave type. Different wave groups were generated over these breakwaters, and the transmission, reflection and energy-dissipation characteristics were determined. The results of the experimental study were evaluated and some empirical expressions based on the results were suggested to define the transmission, reflection and energy-dissipation coefficients for different immersion depths of solid and perforated breakwaters under regular and irregular waves. Moreover, performance of solid and perforated Π-type breakwaters were compared with that of solid and perforated U-type breakwaters investigated by Günaydın and Kabdaşlı [2006. Performance of solid and perforated U-type breakwaters under regular and irregular waves. Ocean Engineering 31, 1377–1405]. These comparisons showed that the most reasonable model and wave type are selected to determine requiring performance parameters.     

Modelling of Random Waves over Submerged Breakwaters and Its Application to Reflection Estimation

1.IntroductionGreat efforts have been devoted to the protection of coastal areas over many years by erectingdikes,seawalls,groin systems,and detached breakwaters.The sea walls,jetties,detached breakwa-ters,etc.are traditionally adopted as absorbingfacilit…     

Interaction Between Waves and A Comb-Type Breakwater

The characteristics of wave transmission, reflection and energy dissipation of comb-type caisson breakwaters are studied through laboratory physical model tests. Regular and irregular waves, with a wide range of wave heights and periods and a constant water depth, are considered. Different dimensions of each portion of the comb-type caisson breakwater are tested. Empirical formulae for calculating the reduction coefficient k, which is the ratio of horizontal wave force on unit length of the comb-type breakwater to that on unit length of the vertical wall breakwater, and for calculating the reflection coefficient of waves k, are obtained from the measurements. The comb-type caisson breakwater has been found to be very efficient in dissipating incident wave energy and in reducing wave reflection, and has already been used for the construction of an island breakwater in the Dayao Bay of Dalian Port, Liaoning Province, China. Compared with the cost of a common caisson breakwater, about 24. 5% of the investm     

南沙群岛万安盆地构造演化史再探讨

南沙群岛万安盆地是位于南海西南海盆被动边缘上的张性沉积盆地。通过分析区域地球物理场特征及断裂分布，以及地震剖面的解释并结合钻井资料对比分析，在万安盆地新生代沉积中对比解释出T1，T2，T3，T4，T5，T6和Tg等7个地震反射界面。其中，Tg，T5和T3为3个区域不整合面的反射波，由这3个区域不整合面将盆地新生代沉积划分为3个构造层：Tg－T5，T5－T3和T3一海底。由此推测万安盆地在新生代经历过3次构造运动，因此其构造演化史经历了3个阶段：神狐运动（白垩纪未至古新世早期），南海运动（晚始新世至早渐新世）和万安运动（中中新世末）。从神狐运动到南海运动为万安盆地的奠基期，从南海运动至万安运动则是万安盆地的发展期，万安运动之后至今日是万安盆地的形成期。万安盆地的构造发育史和珠江口盆地东部的发展史相似，故推测它藏有丰富的油气资源。     

Oblique wave scattering by submerged thin wall with gap in finite-depth water

The problem of oblique wave scattering by a submerged thin vertical wall with a gap in finite-depth water and its modification when another identical wall is introduced, are investigated in this paper. The techniques of both one-term and multiterm Galerkin approximations have been utilized in the mathematical analysis. The multi-term approximations in terms of appropriate Chebyshev polynomials provide extremely accurate numerical estimates for the reflection coefficient. The reflection coefficient is depicted graphically for a number of geometries. It is found that by the introduction of another identical wall, there occurs zero reflection for certain wave numbers. This may have some bearings on the modelling of a breakwater.     

声脉冲在液态平面层系上反射的数值计算

对入射平面脉冲声波,由其频谱和层系的反射系数可通过数值计算得到其在液态平面层系上的反射波。这对室内与海上声学实验及某些类型的水声仪器设备的研制都是一个有用的辅助手段。本文举出了一些计算的例子。