塔里木盆地东河1油藏低渗层层序控制特征及其对注气开发的影响     

刘婧  石开波  王洋  汪建国  王超  牛玉杰  邵光强  刘波 《地质通报》2016,35(5):832-841

通过测井和岩心分析,将塔里木东河1油藏东河砂岩段从下到上划分为前滨-上临滨-下临滨相带,并进一步划分出11个准层序。经岩相学分析,将砂岩段低渗层分为钙质胶结低渗层、杂基充填低渗层和混合低渗层。钙质胶结低渗层主要分布在准层序内部,以方解石胶结砂岩为主,受成岩作用控制;杂基充填低渗层主要分布在准层序边界处,多为海侵背景下的滞后沉积产物;混合低渗层在准层序内部及边界均有分布,但数量很少,无明显规律性,砂粒间主要由杂基和方解石胶结物混合充填,充填物含量低。结合测压资料认为,发育在准层序边界处的杂基低渗层保留了更多的初始沉积特征,易形成横向连续性好的低渗层,是注气开发的重点关注对象。  相似文献   

基于XML的网络地理信息系统研究     

许志超  赵姗  陈超 《海洋测绘》2006,26(2):37-40

介绍了可扩展标记语言(XML)系列技术的原理和基本应用,在分析现有的B/S三层W ebG IS的体系结构若干问题的基础上,在系统设计与实现中引入XML。实践证明,结合XML的W ebG IS优势明显,可以有效地集成和优化系统。  相似文献   

Oceanic double-infusion: introduction   总被引：1，自引：0，他引：1  

Barry Ruddick  Ann E. Gargett 《Progress in Oceanography》2003,56(3-4):381

Double-diffusion, the mixing of fluids with two constituents of different molecular diffusivities, was originally discovered in the mid-1800s, forgotten, then rediscovered as an ‘oceanographic curiosity’ a century later. Many oceanographers suspect that double-diffusion has major effects on oceanic water masses and circulation, but direct measurement of the effects has proven difficult. In 1996, a Working Group was formed under the auspices of the Scientific Committee on Ocean Research (SCOR WG108), with the goal to identify progress and barriers to quantifying oceanic double-diffusive fluxes, and make recommendations for further progress. This document gives a brief history of double-diffusion, a review of evidence of its potential effects in the ocean, and gives an overview of the review articles contained in this volume, written by the Working Group members with the above aim in mind.  相似文献   

三维地震勘探综合解释技术在探测3煤层中的应用          下载免费PDF全文

刘兴金  宋嗣麒  张运国 《山东国土资源》2020,36(6):58-62

七五煤矿是枣庄矿业集团旗下主要生产煤矿,地质条件比较复杂,不仅断层较发育,而且主采3煤层存在冲刷、沉缺、采空区和岩浆岩侵入等地质现象,对下一步巷道及工作面布置造成很大影响,北七采区为七五煤矿接续采区,急需查明区内地质构造及煤层赋存状况,通过采用常规地震时间剖面及地震属性综合解释技术,结合钻探资料查明了区内3煤层上述地质现象的赋存边界,后期巷道揭露与三维地震解释结果吻合度较好,取得了较好的应用效果。  相似文献   

Silica‐rich layering at Blanche Point,South Australia     

J. B. Jones  M. J. Fitzgerald 《Australian Journal of Earth Sciences》2013,60(4):529-551

The chemistry and mineralogy of much of the Late Eocene Blanche Point Formation of South Australia show that biogenic and volcanogenic products were the only significant contributor to the sedimentary record. Intermittent volcanic activity followed by dissolution of the resultant silicic ash and small scale migration of silicon with reprecipitation as the oxide, provides the simplest and most likely explanation for the repetitive nature of the silicification. Seemingly, this was controlled by local silica concentrations which in turn were apparently controlled by the biota. Changes in circulation patterns and/or water depth may have initiated the environmental variations recorded in the formation.  相似文献   

Characteristics of turbulent boundary layers over a rough bed under saw-tooth waves and its application to sediment transport   总被引：1，自引：0，他引：1  

Suntoyo  Hitoshi Tanaka  Ahmad Sana   《Coastal Engineering》2008,55(12):1102-1112

A large number of studies have been done dealing with sinusoidal wave boundary layers in the past. However, ocean waves often have a strong asymmetric shape especially in shallow water, and net of sediment movement occurs. It is envisaged that bottom shear stress and sediment transport behaviors influenced by the effect of asymmetry are different from those in sinusoidal waves. Characteristics of the turbulent boundary layer under breaking waves (saw-tooth) are investigated and described through both laboratory and numerical experiments. A new calculation method for bottom shear stress based on velocity and acceleration terms, theoretical phase difference, φ and the acceleration coefficient, a_c expressing the wave skew-ness effect for saw-tooth waves is proposed. The acceleration coefficient was determined empirically from both experimental and baseline k–ω model results. The new calculation has shown better agreement with the experimental data along a wave cycle for all saw-tooth wave cases compared by other existing methods. It was further applied into sediment transport rate calculation induced by skew waves. Sediment transport rate was formulated by using the existing sheet flow sediment transport rate data under skew waves by Watanabe and Sato [Watanabe, A. and Sato, S., 2004. A sheet-flow transport rate formula for asymmetric, forward-leaning waves and currents. Proc. of 29th ICCE, ASCE, pp. 1703–1714.]. Moreover, the characteristics of the net sediment transport were also examined and a good agreement between the proposed method and experimental data has been found.  相似文献   

中坝和中堡岛遗址文化堆积连续性的自然及人类活动因素     

史威  李世杰  马春梅  朱诚  张蕾 《地球科学进展》2010,25(5):523-532

中坝和中堡岛遗址文化堆积的持久连续性在长江三峡地区是绝无仅有的,它是由自然和人类活动两方面因素共同作用的结果.遗址文化堆积由最初发育在河流宽谷区山前古冲积扇体或山前台地上,到逐渐发展演变为堆积在"河中岛"或"江中岛"上,特殊的地貌和沉积条件是促成这两处遗址文化层连续不间断发育的自然基础.长期的盐业、种植业以及渔捞作业是人类活动不间断发生于此的内在驱动力,并构成文化堆积连续发生的人类活动因素."中坝人"和"中堡岛人"资源环境感知的形成是人类在长期实践活动中与自然环境互动作用的结果,遗址中文化层间所夹洪水淤砂层以及文化层中所含洪水沉积物,非但没有阻碍或中断两处遗址人类活动的连续性,反而成为促进或稳固文化堆积体持续成长的重要物质因素.  相似文献   

Late Quaternary terrestrial tephrochronology of Iceland—frequency of explosive eruptions,type and volume of tephra deposits     

Gudrún Larsen  Jón Eiríksson 《第四纪科学杂志》2008,23(2):109-120

  相似文献   

Study on the double-logarithmic profile of tidal flow velocity in the near-bed layers   总被引：1，自引：0，他引：1  

NI Zhihui  SONG Zhiyao  WU Lichun 《海洋学报(英文版)》2009,28(6):84-92

Tidal current velocity profile in the near-bed layers has been widely studied. The results showed that velocity profile in the near-bed layer obviously departure from the traditional logarithmic profile, due to the acceleration or deceleration. Although the logarithmic linear profile can reduce the rate of deviation from this, only it is a lower-order approximate solution. In this paper, considering the unsteady and non-linear features of tidal motion, the double logarithmic profile near-bed layers in estuarine and coastal waters is established on the assumption that the turbulent shear stress along the water depth was parabolic distribution, and on the basis of Prandtl''s mixing length theory and von Karman''s self-similar theory. Having been verified the data observed at the West Solent in the south of England, and comparison of the logarithmic linear profile, it found that the double logarithmic profile is more precious than the latter. At last, the discussed results showed that:(1) The parabolic distribution of the tidal shear stresses verified good by the field data and experimental data, can be better reflected the basic features of the tidal shear stress deviating from linear distribution that is downward when to accelerate, upward when to decelerate. (2) The traditional logarithmic velocity profile is the zero-order approximation solution of the double logarithmic profile, the logarithmic linear profile is the first order, and the logarithmic parabolic profile is the second order. (3) Ignoring the conditions of diffusion and convection in the tidal movement, the double logarithmic profile can reflect the tidal properties of acceleration or deceleration, so that the calculation of the friction velocity and roughness length are more reasonable. When the acceleration or the deceleration is about zero, the double logarithmic profile becomes the logarithmic profile.  相似文献   

Propagation of a solitary wave over rigid porous beds   总被引：1，自引：0，他引：1  

Ching-Jer Huang  Mao-Lin Shen  Hsing-Han Chang 《Ocean Engineering》2008,35(11-12):1194-1202

The unsteady two-dimensional Navier–Stokes equations and Navier–Stokes type model equations for porous flows were solved numerically to simulate the propagation of a solitary wave over porous beds. The free surface boundary conditions and the interfacial boundary conditions between the water region and the porous bed are in complete form. The incoming waves were generated using a piston type wavemaker set up in the computational domain. Accuracy of the numerical model was verified by comparing the numerical results with the theoretical solutions. The main characteristics of the flow fields in both the water region and the porous bed were discussed by specifying the velocity fields. Behaviors of boundary layer flows in both fluid and porous bed regions were also revealed. Effects of different parameters on the wave height attenuation were studied and discussed. The results of this numerical model indicate that for the investigated incident wave as the ratio of the porous bed depth to the fluid depth exceeds 10, any further increase of the porous bed depth has no effect on wave height attenuation.  相似文献