矿产勘探与生产孔对接井施工与应用

采用螺杆钻受控定向钻进技术及水平井钻井技术，使地表两口相距数百米的井，以中半径水平井在地下深处对接，实现两井连通水溶采矿，着重介绍对接井施工技术及其在矿产开采中的应用。     

大汶口盆地岩盐对接井钻探施工工艺研究

大汶口盆地蕴藏着丰富的岩盐资源,岩盐矿矿层埋深较深,上覆地层为古近系巨厚的松散泥岩、砂岩,易发生遇水软化,施工难度较大。山东肥城海晶盐化有限公司实施100万t/年卤折盐采输卤工程,实施卤井7组,每组井深约3000 m。定向对接井要求精准定点造斜、连续造斜。本文介绍了对接井施工中采用的关键施工工艺及MWD无线随钻测斜仪在定向钻进中进行钻井轨迹控制的应用实例。对如何在岩盐地层钻进、螺杆钻具应用、定点造斜等关键技术措施进行了详细阐述,以期为同类型卤水对接井项目施工中提供参考。     

关于编制盆地构造演化剖面的几个问题的讨论

本文根据平衡剖面原理,从构造地质学基本原理出发,讨论了采用“地层回剥”方法编制构造演化剖面时遇到的影响古构造复原的若干问题,强调建立平衡地质剖面和利用平衡剖面技术编制盆地构造演化剖面时,“地质概念上”的平衡和地质逻辑上的合理比纯粹的“几何学上”的平衡更重要。     

Hydrodynamic characteristics of ship sections in shallow water with complex bottom geometry

The method of boundary integral equation developed by the authors was applied for computing inertial and damping characteristics of ship sections for the cases of multi-stepped and inclined bottoms. Comparative calculations for three typical ship hull sections were performed and analyzed. The frequency-dependent data computed for these ship sections can be used to assess the bottom geometry's influence onto the ship motions in waves by means of the strip theory. Limiting values of the same characteristics corresponding to the close-to-zero frequency can also be used for estimation of hydrodynamic forces in manoeuvring over shallow and confined waterways.     

Bidirectional seismic performance of steel beam to circular tubular column connections with outer diaphragm

This paper presents an experimental investigation on the seismic behavior of H‐beam to circular tubular column connections stiffened by an outer ring diaphragm. An innovative three‐dimensional (3D) connection subassembly testing system was first described. Specimens representative of two‐dimensional (2D) interior columns, 3D interior and exterior columns in a steel building frame were then tested to failure under unidirectional or bidirectional cyclic loads. Various specimen parameters are used to evaluate their effects on connection behavior. Test results indicate significantly different failure modes for 2D and 3D weak panel connections, with panel shear buckling and local distortion of outer diaphragm occurring only for 3D connections. The weak beam connections unexceptionally exhibited final fracture at the junction between diaphragm and beam flange. In contrast with weak beam connections, weak panel connections demonstrated better seismic performance and ductility. As a result, a seismic design philosophy considering panel zone yielding before beam flexural yielding is proposed. Based on experiment observations, small diaphragm width and simplified fillet welding are found to be feasible especially for weak beam connections, improving architectural appearance and facilitating construction. Strength evaluations also suggest that current AIJ design provisions may be appropriate when applied to panel zones in 3D connections. Copyright © 2010 John Wiley & Sons, Ltd.     

Estimation of anisotropic hydraulic conductivity using geophysical data in a coastal aquifer of Karnataka,India

Estimation of hydraulic parameters is essential to understand the interaction between groundwater flow and seawater intrusion. Though several studies have addressed hydraulic parameter estimation, based on pumping tests as well as geophysical methods, not many studies have addressed the problem with clayey formations being present. In this study, a methodology is proposed to estimate anisotropic hydraulic conductivity and porosity values for the coastal aquifer with unconsolidated formations. For this purpose, the one-dimensional resistivity of the aquifer and the groundwater conductivity data are used to estimate porosity at discrete points. The hydraulic conductivity values are estimated by its mutual dependence with porosity and petrophysical parameters. From these estimated values, the bilinear relationship between hydraulic conductivity and aquifer resistivity is established based on the clay content of the sampled formation. The methodology is applied on a coastal aquifer along with the coastal Karnataka, India, which has significant clayey formations embedded in unconsolidated rock. The estimation of hydraulic conductivity values from the established correlations has a correlation coefficient of 0.83 with pumping test data, indicating good reliability of the methodology. The established correlations also enable the estimation of horizontal hydraulic conductivity on two-dimensional resistivity sections, which was not addressed by earlier studies. The inventive approach of using the established bilinear correlations at one-dimensional to two-dimensional resistivity sections is verified by the comparison method. The horizontal hydraulic conductivity agrees with previous findings from inverse modelling. Additionally, this study provides critical insights into the estimation of vertical hydraulic conductivity and an equation is formulated which relates vertical hydraulic conductivity with horizontal. Based on the approach presented, the anisotropic hydraulic conductivity of any type aquifer with embedded clayey formations can be estimated. The anisotropic hydraulic conductivity has the potential to be used as an important input to the groundwater models.     

Hydrogen collisions in planetary atmospheres, ionospheres, and magnetospheres

Hydrogen is the most abundant element in the universe. Molecular hydrogen is the dominant chemical species in the atmospheres of the giant planets. Because of their low masses, neutral and ionized hydrogen atoms are the dominant species in the high atmospheres of many planets. Finally, protons are the principal heavy component of the solar wind.Here we present a critical evaluation of the current state of understanding of the chemical reaction rates and collision cross sections for several important hydrogen collision processes in planetary atmospheres, ionospheres, and magnetospheres. Accurate ab initio quantum theory will play an important role. The collision processes are grouped as follows:

(a)

H⁺+H charge transfer,

(b)

H⁺+H₂(v) charge transfer and vibrational relaxation, and

(c)

H₂(v,J)+H₂ vibrational, rotational, and ortho-para relaxation.

In each case we provide explicit representations as tabulations or compact formulas. Particularly important conclusions are that H⁺+H₂(v) collisions are more likely to result in vibrational relaxation than charge transfer and H₂ ortho-para conversion is at least an order-of-magnitude faster than previously assumed.     

乌拉特后旗测老庙坳陷下白垩统巴音戈壁组实测剖面简介——测老庙坳陷典型露头介绍之三

本文描述了内蒙古自治区西部乌拉特后旗测老庙坳陷下白垩统巴音戈壁组的三条实测剖面,分别位于测老庙坳陷南缘西侧、南缘东侧和西北缘。其中,测老庙南缘西侧剖面出露了巴音戈壁组的主要部分,发育了一套完整的洪积扇相—河流相—湖泊相—河流相—洪积扇相的陆相沉积旋回。该剖面底部不整合覆盖在前寒武系变质基底之上,未见顶。南缘东侧发育了洪积扇相—辫状河相—洪积扇相沉积旋回,属于巴音戈壁组上段,其下部可能与南缘西侧剖面存在地层重复,而上部未见顶。测老庙坳陷西北缘剖面则出露了一套湖相页岩为主夹三角洲入湖砂体的地层,代表了巴音戈壁组的上段中部,其下部未见底,上部未见顶。由于该区植被稀少,剖面露头良好,这三条剖面可作为巴音戈壁盆地群陆相沉积体系研究的重要材料和区域地质野外测量实习的良好场所。     

基于机载LiDAR数据的大型立交桥三维建模方法

大型立交桥是城市交通的重要组成部分,也是城市地区中最为复杂的地物之一。立交桥三维可视化建模是数字化城市建设的重要课题,然而其复杂的几何与拓扑结构导致许多传统的统一建模方法无法正确表达其特征,一些商业软件中的表达方法又过于抽象,无法提供直观的感受以及交互式的处理。本文提出一种基于机载LiDAR数据的大型立交桥建模方法。主要特点包括：1）采用了分割后建模的策略,提出了自动的立交桥结构分割方法,能够将复杂的交汇、分叉结构分割成多个结构简单的区段,为后续建模工作打下了重要基础;2）在轮廓中确立约束边,采用全约束三角网建模方法,建立了立交桥三维可视化模型;3）利用区段建模信息结合先验知识检测并恢复被遮挡的结构。实验结果表明,本文先分割后建模的思想在复杂结构立交桥的建模问题上可以取得令人满意的结果,全约束三角网建模的方法很好的保留了模型的三维特征,更重要的是可用于恢复被遮挡的结构,从而使得模型具有完整的三维结构。整个模型在地理位置,几何尺寸以及拓扑关系上均与实际地物保持一致,具备三维浏览以及交互式操作的条件。对模型质量和算法效率的分析进一步说明了本文方法的可行性、有效性。