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岩石渗透率的大小往往具有明显的方向性,因而方向渗透率是矢量。介绍了方向渗透率的地质成因;分析了在理解和应用岩石渗透率矢量特性时容易混淆的一些认识,并指出:不能把两个不同方向上的渗透率矢量合成在一起而作为该合矢量所对应方向上的岩石渗透率,也不能把渗透率矢量在某个方向上的投影作为该投影方向上的渗透率值。此外,还推导建立了一种各向异性渗透率的定量计算模型,据此,可以计算出平面内任意方向上的岩石渗透率值。该渗透率计算模型可用于油藏数值模拟中不同方向上的传导率计算以及各向异性油藏中不同方位上的井距设计。  相似文献   
2.
宏观水力传导度及弥散度的确定方法   总被引:1,自引:3,他引:1       下载免费PDF全文
根据非饱和水力传导率野外试验的统计数据,利用由随机理论推求的宏观水力传导率、宏观水分特征曲线、宏观弥散度的计算公式,计算了介质的宏观参数,为区域非饱和水分运动和溶质运移问题的分析和预测奠定了基础.  相似文献   
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The two-component multi-parameter time-frequency electromagnetic method, used for the development of oilfields,makes use of both the traditional individual conductivity parameters of oil-producing layers and the dispersion information of the conductivity, i.e., the induced polarization parameter. The frequency-domain dispersion data is used to delineate the contacts between oil and water and the time domain dBz/dt component is used to estimate the depths to the un-known reservoirs so as to offer significant data in many aspects for oil exploration and detection.  相似文献   
4.
于金霞  郭会荣  方琼 《地下水》2006,28(4):25-27
土壤水分运动参数的选取和确定是研究包气带中水分贮存和运动的基础.本文以河南驻马店亚粘土为例,进行了非饱和土壤水分运动参数的测定.通过将实测数据与经验模型拟合,将实验结果、计算结果和拟合结果进行了对比分析,发现所用的经验模型与实际数据吻合较好.研究结果表明选用的经验模型是可靠的,从而确定了土壤水分运动最优参数.  相似文献   
5.
The basin-and-range area in eastern North China is known for frequent occurrence of earthquakes, their great magnitudes and heavy losses thereby incurred. Seismic studies in the past usually emphasized the intersections, inflexions and branches of the faults. However, the intensities of many great earthquakes in this area do not show linear distribution, and the epicenters are horizontally dispersed at certain depths instead of along the strike of faults. Based on the sub-mantle plume studies made by authors in the past decade, it is thought that there exists an uplifted sub-mantle plume under the fault depression area in North China. The uplifting and intrusion of mantle materials caused the upper crust to be faulted, while low-velocity and high-velocity layers are alternatively distributed in the middle crust under the influence of the mantle and the lower crust. The middle and lower crust materials were detached from the top of the sub-mantle plume to the surroundings while the sub-mantle plume materi  相似文献   
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根据地震前兆的"应力-应变原理",以及"岩石变形破坏的实质是其孔隙度发生变化"的结论,进一步应用地下水动力学中的达西定律推导得出,饱和含水层井孔在恒定流量下的动水位与该井孔静水位之差或二种不同恒定流量下的动水位之差ΔH,可以相对量度饱和含水层岩体孔隙度的变化,进而得出相对量度岩体受力变形的动态变化过程,这可作为一项新的地震前兆指标。据此设计了一种以"井孔ΔH指标"为观测对象的新型地震前兆观测系统。理论分析得出,ΔH指标仅对地下深部岩体应力-应变的变化信息敏感,对非应力-应变因素和地表干扰不敏感。已有实验初步验证了其具有抗干扰、高灵敏度和高信噪比等特性。距离实验点400km的2002年3月31日台湾花莲海外7.5级地震为ΔH指标的可行性实验提供了一个例证。  相似文献   
8.
雨水的入渗和蒸发对土体的其质吸力分布有着重要的影响作用。利用水相连续性条件、广义Darcy定律及Gardner关于非饱和土导水系数和基质吸力的经验公式,建立并求解出非饱和土一维稳态渗流情况下基质吸力沿深度变化的关系表达式。根据所解得的解析解,详细分析了在单一土层情况下参数α、入渗强度q和qlks对基质吸力分布的影响。  相似文献   
9.
This paper presents results of a study on the mechanical properties of sandy and gravely soils within the Cordillera Blanca, Peru. The soils were divided into groups according to their origin (glacial, fluvial, or debris flow). The grain size distribution of forty three soil samples was used to classify the soils according to the scheme of the Unified Soil Classification System (USCS). These distributions have then been used to estimate shear strength and hydraulic properties of the soils. There are clear differences between the soils which reflect their divergent origins. The glacial soils normally fit within one of two distinctive groups according to the proportion of fines (Group A, 7%-21.5%; Group B, 21%-65%). The estimation of shear strength at constant volume friction angle and peak shear strength of the glacial sediments with low content of fines was made using published data relating to the measured shear strength characteristics of soils with similar origins and grain size distributions. The estimated values were supported by measurements of the angle of repose taken from fourteen samples from two moraines and by shear tests on samples from one locality. The results of the grain size distribution werealso used to estimate the average hydraulic conductivity using the empirical Hazen formula which results were verified by field infiltration tests at two localities.  相似文献   
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