陕西洛川不同时代黄土中的碳酸钙的沉积速率及其在地质年代测定中的意义          下载免费PDF全文

盛学斌  王克鲁 《地震地质》1989,11(1):91-98

选择地处西北半干旱区、又具有代表性的黑木沟标准剖面,逐一测试其土层中的碳酸钙与干容重,进而由相关参数推算各土层的碳酸钙的沉积速率(V,下同),这是笔者的尝试。结果表明,该剖面中的碳酸钙的沉积速率,均有自下而上递增的趋势,各层总平均速率为0.20g/cm2·103a  相似文献   

用地震资料预测孔隙度的广义协克里格法   总被引：2，自引：0，他引：2  

孙树海  刘雪莹 《地球物理学报》1993,36(6):798-804

在Doyen工作的基础上,本文对简单协克里格法作了一些改进,提出了用地震资料预测孔隙度的广义协克里格法,详细推导证明了其基本公式.并分别用3种方法预测了松辽盆地宋站地区扶余油层含气砂岩储层的孔隙度分布.井孔处的交互检验证明,广义协克里格法比线性回归法和简单协克里格法预测孔隙度的均方根误差分别小40％和30％以上.  相似文献   

根据波速-压力关系评价岩石岩性、物性的实验研究   总被引：3，自引：1，他引：3       下载免费PDF全文

沈联蒂 《地球物理学报》1990,33(2):212-219

本文在实验室里对老爷庙油田馆陶组（Ng）油气贮层砂岩岩芯的孔隙度φ、空气渗透率κ、骨架密度ρ_ma、岩石密度ρ_b和不同有效覆盖压力△P下岩芯的声波时差△t,做了精确测量,用回归分析拟合了φ-K、φ-ρ_b、φ-△t和V-△p（△t-△p）的经验关系式;保持原始孔隙结构不变的前提下,在岩芯饱和各种矿化度的孔隙流体时测定了声波时差△t与孔隙度φ的关系.研究结果表明,当贮层的φ-K、φ-ρ_b和φ-△t相关时,可用声波时差△t或波速V解释贮层的岩性,并可反演求出贮层的φ、K和ρ_b;地层有效覆盖压力对贮层的孔隙度和波速具有明显的影响.根据V-△p曲线的变化规律,可以评价贮层的岩性和埋藏地质体的油、气储集能力.这些结果对油田地震勘探和石油测井资料的解释具有重要的参考价值,并为预测储油有利地区和评价贮层提供了一种新的途径.  相似文献   

Flow and grainsize pattern in a sharply curved river bend     

J. S. L. J. Van Alphen  P. M. Bloks  P. Hoekstra 《地球表面变化过程与地形》1984,9(6):513-522

The main characteristics of river flow and grainsize in a bend of the sand bedded meandering river Dommel, The Netherlands, are presented. Measurements were carried out at a relatively low discharge in a sharply curved bend following a long straight reach. In the studied bend, secondary circulation is restricted to the thalweg area; only in the downstream part of the bend it exists over the entire cross-section. Therefore, on the entire pointbar platform, which comprises the larger part of the bend, the median sedimentation diameter of the bedload material is governed by the distribution of the longitudinal components of the bed shear stress only.  相似文献   

关于倾斜脉的重力异常公式及理论曲线正误的商榷     

袁业培  金文丽 《华东地质学院学报》1986,(2)

本文着重讨论了重力勘探教材中关于倾斜脉的△g、V_(xz)、V_(zz)理论公式及二次微商理论曲线的正误问题。文中给出了无限延深倾斜脉的准确的 V_(xz)及 V_(zz)理论曲线,并且指出应该充分地利用 V_(xz)V_(zz)异常特征解释推断脉的倾向.  相似文献   

Structure,composition and bulk properties of upland stream gravels     

Paul A. Carling  Nigel A. Reader 《地球表面变化过程与地形》1982,7(4):349-365

Upland gravel-bedded streams in the U.K. have received only scant attention from both hydrologists and sedimentologists, but are worthy of further investigation. The sedimentology of three small streams in Teesdale in the Pennines has been examined in detail. Grain-size characteristics, bedforms, structure, composition and packing characteristics of these deposits are described, and compared where appropriate with published information. It is argued that a fuller appreciation of gravel bed composition and morphology should eventually contribute to an improved understanding of sediment transport and deposition mechanisms, and, hence, to improved accuracy in sediment transport and deposition estimates.  相似文献   

Small channels: Their experimental formation,nature, and significance     

A. J. Moss  Patricia Green  J. Hutka 《地球表面变化过程与地形》1982,7(5):401-415

The manner in which small channels are generated, from plane beds beneath sheet flows, has been experimentally elucidated. On plane, erodible, sand beds, the transition from thin, supercritical sheet flows to the channelled condition was studied over ranges of discharge, slope, and temperature. Secondary flow of the second kind, its action facilitated by steep vertical velocity gradients in the primary flows, caused sheet-flow instability. Along junctions between neighbouring secondary cells, both either raised or lowered elements of the primary flow. In the latter case, fast surface water was lowered to the bed, causing relatively intense, local, longitudinal scour. Dislodged grains were moved divergently to either side, leaving straight, central trenches. Development of positive feedback between cells and trenches led to rapid enlargement of the latter and concomitant growth of paired levees. The resulting structures, ‘protochannels’, were themselves ephemeral, developing two types of instability associated with secondary flow of the first kind. Firstly, small deviations from bilateral symmetry were enhanced, causing evolution into meandering channels. Secondly, headcutting led to multiple tributary development and, at resulting confluences, the action of strong pairs of secondary cells led to the development of braiding channels. Because they are shortlived, protochannels are but rarely seen in nature. Their seeding is markedly temperature-sensitive, reflecting their frictional origin. The erosive power of shallow overland flow largely depends on flow-energy concentration by secondary flow, firstly into channels, then within the channels themselves. Suppression of secondary flow, as by intense raindrop bombardment, can stabilize sheet flows. In deeper water, the effects of secondary flow appear relatively less dramatic. However, even if such motion is weak, bedload divergence from attachment lines can favour entrainment locally and thus affect bed geometry. Analogy between our results and river behaviour appears close and. on continental shelves where water must often flow as sheets, structures resembling giant protochannels evidently persist.  相似文献   

Reduced complexity strategies for modelling urban floodplain inundation   总被引：2，自引：1，他引：2  

Hilary K. McMillan  James Brasington   《Geomorphology》2007,90(3-4):226

Significant advances in flood inundation modelling have been made in the last decade through the use of a new generation of 2D hydraulic numerical models. These offer the potential to predict the local pattern and timing of flood depth and velocity, enabling informed flood risk zoning and improved emergency planning. With the availability of high resolution DEMs derived from airborne lidar, these models can theoretically now be routinely parameterized to represent considerable topographic complexity, even in urban areas where the potential exists to represent flows at the scale of individual buildings. Currently, however, computational constraints on conventional finite element and volume codes typically require model discretization at scales well below those achievable with lidar and are thus unable to make optimal use of this emerging data stream.In this paper we review two strategies that attempt to address this mismatch between model and data resolution in an effort to improve urban flood forecasts. The first of these strives for a solution by simplifying the mathematical formulation of the numerical model by using a computationally efficient 2D raster storage cell approach coupled to a 1D channel model. This parsimonious model structure enables simulations over large model domains offering the opportunity to employ a topographic discretization strategy which explicitly represents the built environment. The second approach seeks to further reduce the computational overhead of this raster method by employing a subgrid parameterization to represent the effect of buildings and micro-relief on flow pathways and floodplain storage. This multi-scale methodology enables highly efficient model applications at coarse spatial resolutions while retaining information about the complex geometry of the built environment.These two strategies are evaluated through numerical experiments designed to reconstruct a flood in the small town of Linton in southern England, which occurred in response to a 1 in 250 year rainfall event in October 2001. Results from both approaches are encouraging, with the spatial pattern of inundation and flood wave propagation matching observations well. Both show significant advantages over a coarse resolution model without subgrid parameterisation, particularly in terms of their ability to reproduce both hydrograph and inundation depth measurements simultaneously, without need for recalibration. The subgrid parameterization is shown to achieve this without contributing significant computational complexity and reduces model run-times by an order of magnitude.  相似文献   

永平水泄铜钴矿控矿因素     

杨宏城 《云南地质》2007,26(4):416-420

水泄铜钴矿区地质条件较为复杂,控矿因素较多,通过分析认为主要受断层及岩性控制,地层初始富集,构造及区域变质作用提供通道及热源。水的循环、溶解作用形成热卤水成矿。  相似文献   

Stress induced time dependent behavior of clayey soils     

Sudhir Kumar Tewatia  Pratima Rani Bose  Asuri Sridharan  Sunanda Rath 《Geotechnical and Geological Engineering》2007,25(2):239-255

It is shown that time compression curve obtained from one-dimensional consolidation curve in the laboratory may include six phases. These are initial compression, first primary compression, transition from first primary compression to second primary compression, second primary compression, and transition from second primary compression to creep and lastly creep. This paper attempts to identify the quantitative beginnings and characteristics of these phases. A mathematical characteristic of all the soils that follow primary consolidation as per Terzaghi’s one dimensional consolidation theory is derived. It is known as the constant of primary consolidation. It is used to study the beginning of secondary consolidation and its effects on primary consolidation. Another characteristic of soils for creep and total absence of primary compression is derived. Methods are suggested for the determination of coefficients of Primary and Secondary consolidations and the compression index.  相似文献