定向钻井技术在垂直井中的轨迹控制分析

在重庆市区及周边乡镇开展的多口地热井钻井施工中,由于大多数取水点地层倾角过大、岩性变化频繁等原因,常规钻井方法无法保障井眼井斜角达标,从而影响获取地热水资源的成功率。采用定向钻井工具进行纠斜钻 进时,钻具工具面角与井眼方位角变化值的选择对井眼轨迹的影响尤为重要,同时当钻具工具面角确定以后,新井眼的形成还受地层岩性、钻头选型及钻井参数等各方面的影响。为了井眼轨迹更为平滑,避免形成“狗腿”井段,本文通过对某地热井中定向钻井施工案例进行分析,从实际案例中总结经验,对定向钻井井眼轨迹的可控条件进行了优化。     

用于深海作业的激光陀螺高精度定位定向系统的仿真与实验

定位定向技术是深海作业系统的主要关键技术之一。本文基于激光陀螺提出了一种用于深海作业的高精度定位定向系统研究方案,建立了一套相应的系统分析方法,对该方案的姿态、速度、位置误差进行了详细的仿真分析。进行了72 h静态定位定向实验,结果表明系统的俯仰角和横滚角误差小于0.006°,航向角误差小于0.035°,速度误差小于0.9m?s–1,定位误差小于29.9 km。实验结果与仿真分析结果基本一致,验证了该研究方案的可行性。和采用动力调谐陀螺的定位定向系统相比,本系统具有精度高和可靠性好等优点。     

解平面质点问题之方法的新探讨

本文使三种平面坐标按一个固定关系互相配合,得到与此对应的一系列公式,为解大量的平面质点问题提供简便方法。     

井中激电在西霞矿区的应用

以西霞矿区ZK001孔的井中激电为实例,介绍了井中激电在该矿区的应用效果及推断解释方法。说明井中激电在对地面激电异常验证中可以判断、验证钻孔是否已揭露异常体及异常体的空间展布状况。     

粘弹性裂隙型单斜介质多方位地面三分量记录模拟

针对粘弹性裂隙型单斜介质,本文应用高阶交错网格差分法,对其传播快照以及多方位地面三分量记录进行模拟,结果证明了裂隙填充物的性质引起的各向异性与粘弹性性质对单斜介质波场有明显的影响,总结了不同观测方位地震记录呈现出的规律性,这为进一步了解波场在介质中的传播情况,提出更合理的理论模型,提供一种尝试。     

ulti-azimuth three-component surface seismic modeling for viscoelastic cracked monoclinic media

针对粘弹性裂隙型单斜介质,本文应用高阶交错网格差分法,对其传播快照以及多方位地面三分量记录进行模拟,结果证明了裂隙填充物的性质引起的各向异性与粘弹性性质对单斜介质波场有明显的影响,总结了不同观测方位地震记录呈现出的规律性,这为进一步了解波场在介质中的传播情况,提出更合理的理论模型,提供一种尝试.     

利用全方位P波属性进行裂缝检测的地震方法

胜利油田存在着一种特殊的裂隙性油气藏,即泥岩裂隙油气藏。由于该类裂隙储层的孔隙度很小,岩石物性参数变化不灵敏,并表现出很强的各向异性,因此,其勘探难度很大。到目前为止,国内外还没有一套成熟的地质、物探、测井及钻井等资料综合分析的裂隙方位、分布、密度的识别方法。本文在研究国外裂缝检测方法的基础上,提出了波阻抗随方位变化(IPVA)的新方法,结合罗家地区的泥岩裂隙地震地质特征,研究了利用多方位 P 波资料检测定向垂直裂缝的地震采集、处理和识别方法,对不同共中心点 CMP 位置的全方位 P 波资料在速度随方位变化(VVA)及振幅随方位角变化(RVA)研究的基础上,进行波阻抗随方位变化(IPVA)的研究,用于识别裂缝的分布、走向及密度。经罗家地区实际资料的应用,见到了初步的效果,证明该方法是潜力较大的高角度裂隙的定量检测方法。     

Implicit numerical integration for a kinematic hardening soil plasticity model

Soil models based on kinematic hardening together with elements of bounding surface plasticity, provide a means of introducing some memory of recent history and stiffness variation in the predicted response of soils. Such models provide an improvement on simple elasto‐plastic models in describing soil behaviour under non‐monotonic loading. Routine use of such models requires robust numerical integration schemes. Explicit integration of highly non‐linear models requires extremely small steps in order to guarantee convergence. Here, a fully implicit scheme is presented for a simple kinematic hardening extension of the Cam clay soil model. The algorithm is based on the operator split methodology and the implicit Euler backward integration scheme is proposed to integrate the rate form of the constitutive relations. This algorithm maintains a quadratic rate of asymptotic convergence when used with a Newton–Raphson iterative procedure. Various strain‐driven axisymmetric triaxial paths are simulated in order to demonstrate the efficiency and good performance of the proposed algorithm. Copyright © 2001 John Wiley & Sons, Ltd.     

The Terrain Correction in a Moving Tangent Space

Conventionally the terrain/topographic reduction is based on the Bouguer Plate, which is flat and extends in the local tangent plane/horizontal plane to infinity. Here we aim at an error estimate of such a planar approximation of the Newton integral of the type of a disturbing potential and gravitational disturbance as linearized forms of the gravitational potential and the modulus of gravitational field intensity. To effect this quality control of the conventional terrain reduction, we first transform the spherical Newton functional from an equatorial frame of reference to an oblique meta-equatorial frame of reference with the evaluation point as a meta-North pole, and then by means of an oblique equiareal map projection of the azimuthal type to a tangent plane which moves at the evaluation point. The first term of these transformed Newton functionals is the planar approximation. The difference between the exact Newton kernels and their planar approximation are plotted and tabulated in Tables 1-3. Three configurations are studied in detail: for points at radius r = 10 km around the evaluation point the systematic error varies from 0.26% for a spherical height difference of the order of H – H* = 5 km, more than 0.80% for a spherical height difference of the order of H – H* = 1 km, and more than 1.60% for a spherical height difference of H – H* = 500 m. In contrast, the systematic error for spherical height difference H – H* = 1 km at a distance of r = 1000 km from the evaluation point increases to 44%. Indeed, the newly derived exact Newton kernels which are of the convolution type and are represented in the tangent space moving with the evaluation point can be preferably used with little extra computational effort.     

准噶尔盆地宽方位角三维地震应用效果分析

宽方位角采集比窄方位角具有更好的地震照明度.宽方位角三维地震以其多方位视角高分辨率成像数据之优势、识别储层的各向异性能力强,能提高薄层砂体和小断裂的识别精度.针对准噶尔盆地某区块储层非均质性强、单层砂体薄(单层10-15 m,有效储层<10 m)、砂岩层平面变化大的特点,新疆油田分公司实施宽方位角三维地震高分辨勘探.通过运用地震属性、反演等地震技术,结合沉积环境分析和沉积演化研究,开展岩性圈闭识别和储层预测工作, 识别出有效的砂岩层(储集体),达到预测目的,取得了很好的勘探效果.