井间电磁成像系统应用研究

井间电磁（EM）成像系统的技术目标是实现井间电学特性的直接测量,并提供井间电阻率的二维及三维图像.从1997年开始,胜利油田与美国EMI公司合作,开展了EM技术的应用与研究,主要是通过大型、系统的现场试验,在大井间距的条件下,进一步验证仪器的性能,进行油藏研究的适用性和可行性分析;以系统的现场实测数据为依据,加快成像处理方法和软件的开发;开展穿透金属套管井的EM试验,探讨金属套管条件下的电阻率成像方法。两年来,利用EMI提供的XBH2000型测量系统,对胜利油田典型的低电阻率砂泥岩剖面,成功地进行了3对井、10个井次的试验。试验证明了仪器性能的可靠,取得了测量重复性好、系统完整的井间EM数据.并反演得到电阻率成像,在分析井间油气分布和油层开采动态方面,取得了良好的地质效果.     

基岩振动干扰下的动力滑坡机制研究

本文通过对边坡基底岩石振动因素的分析, 建立了单一滑面滑体受基底岩石强迫振动的模型, 采用非线性动力学方程描述滑体的变形规律, 分析了基底岩石振动过程中导致滑体移动的原因。指出在一个频带范围和力幅范围内, 基底的振动, 会引起潜在滑体位移突跳, 在滑面的法向方向上张开, 切向上错动而诱发滑坡。     

短期前兆动态变化与地震关系的研究

应用地震前周、月会商中各前兆手段提出了短期兆异常动态变化，研究了地震短临异常的某些特征和综合预报指标，其最大的特点是应用在不知未来是否有地震的情况下提供的短期异常，总结了地震预报的经验，所以，是从一个新的角度研究的，而不同于以往的震例总结，因此，该经验更接近于日常实际的预报，可能更具有实用性。     

谱激电法中频率相关系数的应用

从电子导体激发极化（过电位）的电化学机理出发,导出了面极化系数的频谱表示式,得出面极化频率相关系数 c^（s）=0.5-1;从理论上证明了利用Cole-Cole模型描述体极化激电频谱的合理性,说明体极化频率相关系数c≤c^（s）.理论算例和实测结果表明,可以利用视频率相关系数在极化围岩背景上划分局部异常体,并按结构（矿物颗粒均匀程度和连通情况）区分引起激电异常的极化体.因此,在谱激电法中应重视这一参数的应用.     

不同震级范围的地震频度和频度比

讨论了云南地区不同震级范围的小震频度在强震前的时间进程曲线,发现在介质比较破碎地区,震级偏小的地震频度显示出较明显的强震前孕震系统的非线性阶段,而在介质比较完整的地区,则震级偏大的地震频度反应较明显。为此,引入了频度比的概念,结果表明,强震孕震区的频度比表现为在强震前2—4年,持续增加或持续降低,在强震前1—2年,呈(增加后)降低或(降低后)增加的异常变化,曲线形态出现拐点。对频度比在实际预报工作中的预报能力,也进行了讨     

TJ—90调速晶控钟

T—90调速晶控是比JK—79型晶控钟推功器及87型晶控推动钟更为完美的记录器动力源,它既保持了原晶控推动动力晶体稳速的特点又具备能在大范围内任意调速的功能,使得地震记录图纸时分号角度线能简便地满足台站记录规范的要求,它可以替代JK—79型及87型晶控钟,又可改进DD—1、DK—1及传输台网多笔记录器的动力源。     

滇西地区九种岩石的P波Q值

本文叙述了以波传播和谱振幅比法测得的滇西地区九种岩石在不同应力状态下(σ_1=σ_2=σ_3=σ)的衰减系数,P波速度及Q值。在σ≤90 MPa时,随压力增加,衰减系数减小,P波速度及Q值增大;在σ≥120 MPa以后,衰减系数、P波速度及Q值变化甚小。其中团山砂岩及砖窑村片麻岩Q值较低。     

Development of frequency-dependent ocean wave directional distributions

The paper discusses the development of a frequency dependent directional spread from an initial condition of frequency-independence. The study applies basin directional measurements from the Maritime Research Institute Netherlands (MARIN), simulated data from a nonlinear wave equation, and field measurements from the Ekofisk field. The basin experiments and numerical simulations are initialized with a JONSWAP spectrum with frequency-independent directional distributions. In both cases we observe the development of a strong frequency-dependence of the directional spread. The numerical simulations suggest that static nonlinear contributions to the surface elevation partially explain the behavior below the spectral peak in accordance with [1]. There are also dynamic nonlinear contributions on both sides of the spectral peak.     

Rainfall-induced landslide susceptibility assessment at the Chongren area (China) using frequency ratio,certainty factor,and index of entropy

The main objective of the study was to evaluate and compare the overall performance of three methods, frequency ratio (FR), certainty factor (CF) and index of entropy (IOE), for rainfall-induced landslide susceptibility mapping at the Chongren area (China) using geographic information system and remote sensing. First, a landslide inventory map for the study area was constructed from field surveys and interpretations of aerial photographs. Second, 15 landslide-related factors such as elevation, slope, aspect, plan curvature, profile curvature, stream power index, sediment transport index, topographic wetness index, distance to faults, distance to rivers, distance to roads, landuse, NDVI, lithology and rainfall were prepared for the landslide susceptibility modelling. Using these data, three landslide susceptibility models were constructed using FR, CF and IOE. Finally, these models were validated and compared using known landslide locations and the receiver operating characteristics curve. The result shows that all the models perform well on both the training and validation data. The area under the curve showed that the goodness-of-fit with the training data is 79.12, 80.34 and 80.42% for FR, CF and IOE whereas the prediction power is 80.14, 81.58 and 81.73%, for FR, CF and IOE, respectively. The result of this study may be useful for local government management and land use planning.     

Free vibrations of three-dimensional extensible marine cables with specified top tension via a variational method

This paper presents a model formulation that can be used for analyzing the three-dimensional vibration behaviours of an inclined extensible marine cable. The virtual work-energy functional, which involves strain energy due to axial stretching of the cable and virtual work done by external hydrostatic forces is formulated. The coupled equations of motion in the Cartesian coordinates of global systems are obtained by taking into account the difference between Euler’s equations and equilibrium equations. The method of Galerkin finite element is used to obtain the mass and stiffness matrices which are transformed into the local coordinate systems. Then the eigenvalue problem is solved to determine its natural frequencies and corresponding mode shapes. The model formulation developed herein is conveniently applied for the cases of specified top tension. The numerical investigations are carried out to demonstrate the validity of the model and to explore in details the influence of various parameters on the behaviours of marine cables. Results for the frequency avoidance phenomenon, maximum dynamic tension and coupled transverse mode shapes are presented and discussed.