松辽盆地古龙凹陷页岩油储层中的纳孔纳缝及其原位成藏理论初探     

何文渊 《地学前缘》2023,30(1):260-280

古龙凹陷青山口组页岩油的,地质资源量达151亿t,是重要后备的油气资源。用电子背散射(HDBSD)发现了古龙页岩油储层中纳米孔和纳米缝非常发育,电子探针表明这些纳孔纳缝均被沥青充填。纳米孔的直径多在10～50 nm,中位数在20～30 nm,形态多不规则,多呈多角形,主要是一种E-F纳孔,其次为E-E纳孔,多与纳米缝联结。纳缝宽度多在10～50 nm,中位数也在20～30 nm。它们主要是由黏土片(黏土域)的F-F凝聚形成的。黏土的凝聚与有机质密切相关。黏土胶体由于同晶置换会带负电荷,使得其周围会吸附带正电的金属阳离子,形成一个带正电的黏土团。这种带正电的黏土团又会吸附带负电的腐殖酸(有机质)和初步降解的藻,形成一个有机黏土絮凝体。这种有机黏土絮凝体进入生排烃门限后,由于生排烃有机质体积会收缩,体积收缩最高可达87%。生排出的烃会就近充填在这种收缩形成的孔隙中,又由于纳孔纳缝的毛细阻力(约12 MPa)等使得排出的烃无法运移出去便形成了古龙页岩油的特殊连续原位油藏。  相似文献   

基于单位四元数的单独像对相对定向     

柳建锋  盛庆红  王惠南 《测绘工程》2015,(6)

目前对单位四元数描述空间旋转的应用,基本上是将其转换成旋转矩阵的形式,而忽略了单位四元数描述空间向量旋转具有描述几何关系的直观性以及运算简洁的优势。基于此提出一种基于单位四元数的单独像对相对定向法,方法首先采用向量描述同名光线,然后利用单位四元数描述立体像对中左右影像同名光线的变换关系,建立单位四元数共面条件方程模型,再按照带有约束条件的间接平差原理进行最小二乘平差,确定相对定向元素。针对RC30航空影像和低空无人机影像采用单位四元数法分别进行单独像对相对定向实验,结果表明单位四元数相对定向方法计算精度较高,为解决摄影测量中坐标变换问题提供更多选择。  相似文献   

库车坳陷东部吐格尔明背斜构造特征及其控藏作用     

柴少野  李传新  鲁雪松  卓勤功  公言杰 《地质学报》2023,97(5):1610-1629

库车坳陷东部吐格尔明背斜经历多期构造变形与断裂活动,地震资料品质差,油气水分布复杂。构造解析合理性直接影响对研究区构造运动学过程、动力学机制以及油气成藏规律的认识。本文以野外观测数据、钻井和地震数据为基础,对库车坳陷东部吐格尔明背斜进行构造解释,运用平衡剖面恢复原理,对研究区构造演化进行了恢复,在此基础上对构造控藏作用进行了探讨并指出了有利勘探区。结果表明,研究区主要发育吐孜洛克断层和吐格尔明断层,其中吐孜洛克断层主要从上新统库车组沉积期开始活动,活动强度大、控制了翼前巨厚的生长地层和现今吐格尔明大背斜的形成;吐格尔明断层从侏罗纪末开始陆续活动至今,控制古隆起的形成;研究区在平面上由南向北可依次划分为深部凹陷区、南翼斜坡区、中部背斜区以及北翼斜坡区四个区带。构造演化对不同区带的埋藏演化过程、储层物性特征和盖层保存条件具有明显的控制作用,其侏罗系有利勘探方向主要有：背斜斜坡背景上的局部构造高,背斜南翼和北翼斜坡带低部位的构造—岩性圈闭以及断层下盘的深部构造—岩性圈闭。  相似文献   

Displacement analytical prediction of shallow tunnel based on unified displacement function under slope boundary     

Fanchao Kong  Dechun Lu  Xiuli Du  Chenpeng Shen 《国际地质力学数值与分析法杂志》2019,43(1):183-211

For slope condition of ground surface, the asymmetrical deformation about the vertical center line and the horizontal center line of the tunnel cross section can be formed. A unified displacement function expressed by the Fourier series is presented to express the asymmetrical deformation of the tunnel cross section. Five basic deformation modes corresponding to the expansion order 2 are a complete deformation mode to reflect deformation behaviors of the tunnel cross section under slope boundary. Such this complete displacement mode is implemented into the complex variable solution for analytically predicting tunneling-induced ground deformation under slope boundary. All of these analytical solutions are verified by good agreements of the comparison between the analytical solutions and finite element method results. A parameter study is carried out to investigate the influence of deformation modes of the tunnel cross section, geometrical conditions of the tunnel and the slope angle, and “Buoyancy effect” on the displacement field. Finally, the proposed method is consistent with measured data of the Hejie tunnel in China qualitatively. The presented solution can provide a simplified indication for evaluating the ground deformation under slope condition of ground surface.  相似文献   

Effects of installation on the cyclic axial behaviour of suction buckets in sandy soils     

《Applied Ocean Research》2019

Suction buckets differ with their easy and cost-efficient installation technique from other foundation types for offshore wind turbines. For successful completion of their installation process, suction is essential, but the imposed seepage leads to the changes in states of the soil in and around the bucket. Especially, a loosening of soil inside the bucket affects the load carrying behaviour of bucket subjected to repetitive loading resulting from environmental conditions. In this study, the behaviour of buckets under cyclic axial compressive loads with considering a possible loosening and related changes in permeability of soil inside the bucket is investigated numerically. In the framework of finite element analysis, a fully coupled two-phase model and a hypoplastic constitutive model are used to describe the saturated sandy soil behaviour under repetitive loading. The porosity-permeability variation is taken into account by Kozeny–Carman relationship. Special attention is dedicated to load carrying behaviour of bucket top plate, inner and outer skirt as well as base and their changes resulting from a loosening of soil inside the bucket with variable aspect ratio. For this purpose, cyclic axial compressive loads which cause an attenuation and progressive failure of soil-bucket system response are considered. The main findings on the changes in load carrying behaviour of bucket are presented and discussed.  相似文献   

Efficient DEM‐based overland flow routing using integrated recursive algorithms          下载免费PDF全文

Pin‐Chun Huang  Kwan Tun Lee 《水文研究》2017,31(5):1007-1017

Two primary concerns in performing watershed overland flow routing are the numerical instability and computational efficiency. The stability of executing an explicit scheme has to be maintained by observing the Courant–Friedrich–Lewy criterion, which is adopted to confirm that the numerical marching speed is larger than the wave celerity. Moreover, there is another criterion of time step devised in previous studies to avoid back‐and‐forth refluxing between adjacent grids. The situation of refluxing usually occurs on flat regions. In light of this, the selection of a small time increment to honor both restrictions simultaneously is believed to decrease the computational efficiency in performing overland flow routing. This study aims at creating a robust algorithm to relax both restrictions. The proposed algorithm was first implemented on a one‐dimensional overland plane to evaluate the accuracy of the numerical result by comparing it with an analytical solution. Then, the algorithm was further applied to a watershed for 2D runoff simulations. The results show that the proposed integrated algorithm can provide an accurate runoff simulation and achieve satisfactory performance in terms of computational speed.  相似文献   

Long‐term hydrologic simulation using SCS‐CN‐based improved soil moisture accounting procedure     

Dilip G. Durbude  Manoj K. Jain  Surendra K. Mishra 《水文研究》2011,25(4):561-579

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Revised runoff curve number for runoff prediction in the Loess Plateau of China     

Wenhai Shi  Ni Wang  Miaomiao Wang  Donghao Li 《水文研究》2021,35(10):e14390

The soil conservation service (now Natural Resources Conservation Service) Curve Number (SCS-CN), one of the most commonly used methods for surface runoff prediction. The runoff calculated by this method was very sensitive to CN values. In this study, CN values were calculated by both arithmetic mean (CN_C) and least square fit method (CN_F) using observed rainfall-runoff data from 43 sites in the Loess Plateau region, which are considerably different from the CN₂ values obtained from the USDA-SCS handbook table (CN_T). The results showed that using CN_C instead of CN_T for each watershed produce little improvement, while replacing CN_T with CN_F improves the performance of the original SCS-CN method, but still performs poorly in most study sites. This is mainly due to the SCS-CN method using a constant CN value and discounting of the temporal variation in rainfall-runoff process. Therefore, three factors—soil moisture, rainfall depth and intensity—affecting the surface runoff variability are considered to reflect the variation of CN in each watershed, and a new CN value was developed. The reliability of the proposed method was tested with data from 38 watersheds, and then applied to the remaining five typical watersheds using the optimized parameters. The results indicated that the proposed method, which boosted the model efficiencies to 81.83% and 74.23% during calibration and validation cases, respectively, performed better than the original SCS-CN and the Shi and Wang (2020b) method, a modified SCS-CN method based on tabulated CN value. Thus, the proposed method incorporating the influence of the temporal variability of soil moisture, rainfall depth, and intensity factors suggests an accurate runoff prediction for general applications under different hydrological and climatic conditions on the Loess Plateau region.  相似文献   

地表覆盖分类成果质量特征分析   总被引：1，自引：1，他引：0  

商建伟 《测绘通报》2020,(9):159-161

自我国全面建成地理国情普查成果库之后，工作重心由全面普查变为重点监测。不论普查还是监测，准确地对地表覆盖进行分类一直是工作的重点和难点。在常态化监测阶段，把握地表覆盖分类成果的主要质量指标，归纳其诸如变化率、变化区域分布、变化类型，分析影响其成果质量的主要因素，对监测生产组织及质量控制具有非常重要的作用。  相似文献   

黔南坳陷下石炭统打屋坝组页岩气地质条件及勘探前景     

苑坤  方欣欣  王婷  陈榕  林拓  覃英伦  卢树藩  罗香建 《地质论评》2020,66(S1):115-116

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