黑河流域基岩回弹值(施密特锤)的空间分布特征 及其指示意义

基岩风化体现了构造与气候对地貌演化过程的共同作用。晚新生代的强烈构造抬升和干旱的气候条件,使得祁连山成为研究基岩风化与地貌演化过程的理想场所。借用施密特锤系统地研究了基岩回弹值（R）在黑河流域内不同海拔高度内的变化,结果显示流域平均的R值与侵蚀速率具有较好的相关性,意味着R值可以作为风化强度空间变化的代用指标。研究区内各种岩石类型的R值变化相差不大,说明岩性对R值的影响较小。进一步将R值与气候因子和区域地形进行比较发现：气温、降水与NDVI对R值的影响较强;坡度与局地高差对R值影响较弱,高程与R值在海拔小于3 800 m时呈现负相关关系,在大于3 800 m时呈现正相关关系。     

Prediction of Engineering Properties of Basalt Rock in Jordan Using Ultrasonic Pulse Velocity Test

Basalt is an extrusive igneous rock derived from Lava and spread over different localities in Jordan. It can be used in industrial applications, and as construction materials. Before using basalt, it is essential to determine its dry density, porosity, uniaxial compressive strength, and Brazilian tensile strength. The testing procedure and sample preparation used to determine the engineering properties are time-consuming and need expertise. Hence, the ultrasonic pulse velocity (UPV) test, a quick and non-destructive evaluation method, was used to determine the engineering properties. Empirical relationships for determination of dry density, porosity, uniaxial compressive strength, Brazilian tensile strength, and tangent modulus of elasticity were deduced. Good correlation coefficients (R²?=?0.832–0.929) were obtained between UPV and dry density, porosity, uniaxial compressive strength, Brazilian tensile strength and modulus of elasticity. These correlations were limited to intact basalt with UPV?≥?4000 m/s.     

科尔沁沙地典型区生长季蒸散发估算及其变化特征

为揭示科尔沁沙地典型区地表参数和蒸散发的时空分布以及变化特征,采用Landsat-7和气象数据,并结合METRIC(Mapping Evapotranspiration at high Resolution with Internalized Calibration)模型,分析了研究区净辐射(Rn)和蒸散发(ET)的时空变化、不同土地覆被类型ET特征及其影响因素。结果表明:(1)研究区典型土地覆被沙丘和草甸的Rn和ET估算值与涡度相关实测值拟合结果均良好,说明METRIC模型可以为研究区提供合理的ET估算;(2)研究区下垫面Rn和ET的时空分布情况为:各年Rn和ET在年内变化趋势相同,空间上不同土地覆被类型中水体的Rn和ET最大,农田和草甸次之,沙丘最小;(3)沙丘的CV值大于农田与草甸,表明年际间沙丘的ET波动较大,农田和草甸相对稳定,ET年际变化主要受气象因素的影响。     

基于Logistic回归的陕南秦巴山区降雨型滑坡预测方法

通过建立陕南秦巴山区降雨型滑坡灾害数据库,分析了不同降雨因子的雨强分布,计算了降水突发型滑坡灾害、降水滞后型滑坡灾害的雨强与滑坡发生概率的相关系数,采用Logistic回归方法确定不同时效降雨因子,得到陕南秦巴山区降雨型滑坡预测模型,并利用滑坡灾害实例,运用ROC曲线和kappa系数法对模型进行了验证。结果表明：滑坡前第m日降雨量R_dm(m=0,1,2)及综合雨量R_c四个降雨因子为诱发降雨型滑坡较为显著的因子。当降雨强度≥75 mm·h^-1时,最易引起突发型滑坡;当连续降水达到2 d,且24小时雨量达到小雨或中雨时,应警惕滞后型滑坡灾害的发生。模型预测准确率达82.1%,ROC曲线的AUC值为0.836,kappa系数为0.616,验证结果显示该模型可靠。研究成果可作为陕南秦巴山区降雨型滑坡预报预警研究工作的重要参考。     

Assessment of rock geomechanical quality by quantitative rock fabric coefficients: Limitations and possible source of misinterpretations

Rock microfabrics were quantified by image measurement system (petrographic image analysis) of thin sections. Along with common measured parameters (grain area and size, length of major and minor axes and their orientation), some quantitative parameters (aspect ratio, grain boundary smoothness) and fabric coefficients (micropetrographic quality index (K), “texture” coefficient (TC), indexes of interlocking (t) and grain size homogeneity (g)) were determined. The reliability of these parameters for the evaluation of geomechanical properties was tested on the set of granitic rocks showing pronounced variability in rock mechanical properties. None of the tested rock fabric coefficients or parameters proved a close correlation to rock mechanical properties except grain size. Based on experimental findings, the grain size is, along with porosity, the controlling factor of rock mechanical properties of genetically and mineralogically similar rocks. Obliteration of the real effects of rock fabric parameters on the mechanical properties of rocks by application of complex fabric coefficients disables their practical use in petrography applied to geomechanics.     

Effects of Rock Properties on Specific Cutting Energy in Linear Cutting of Sandstones by Picks

Summary. Specific cutting energy (SE) has been widely used to assess the rock cuttability for mechanical excavation purposes. Some prediction models were developed for SE through correlating rock properties with SE values. However, some of the textural and compositional rock parameters i.e. texture coefficient and feldspar, mafic, and felsic mineral contents were not considered. The present study is to investigate the effects of previously ignored rock parameters along with engineering rock properties on SE. Mineralogical and petrographic analyses, rock mechanics, and linear rock cutting tests were performed on sandstone samples taken from sites around Ankara, Turkey. Relationships between SE and rock properties were evaluated using bivariate correlation and linear regression analyses. The tests and subsequent analyses revealed that the texture coefficient and feldspar content of sandstones affected rock cuttability, evidenced by significant correlations between these parameters and SE at a 90% confidence level. Felsic and mafic mineral contents of sandstones did not exhibit any statistically significant correlation against SE. Cementation coefficient, effective porosity, and pore volume had good correlations against SE. Poisson’s ratio, Brazilian tensile strength, Shore scleroscope hardness, Schmidt hammer hardness, dry density, and point load strength index showed very strong linear correlations against SE at confidence levels of 95% and above, all of which were also found suitable to be used in predicting SE individually, depending on the results of regression analysis, ANOVA, Student’s t-tests, and R² values. Poisson’s ratio exhibited the highest correlation with SE and seemed to be the most reliable SE prediction tool in sandstones.     

Multisite surface reaction versus transport control during the hydrolysis of a complex oxide

Dissolution experiments of a tholeiite basalt glass carried out at different pH and T (up to 300°C) using a rotatingdisc apparatus show that, depending on pH and T, dissolution can be controlled by one of the following steps: (1) surface reaction; (2) transport of reactants in solution; and (3) mixed reaction. The activation energies of these different processes were found to be 60, 9 and 15–50 kJ mol⁻¹, respectively. Taking account of these results, it appears likely that surface reactions are not rate limiting for the hydrolysis of most crystalline silicate minerals in hydrothermal and metamorphic processes, and that caution should be exercised when predicting rate of reactions at high temperatures solely on the basis of activation energies measured at low temperatures.

Comparison of experimental and theoretical potentiometric titrations of the basalt glass and its constituent oxides indicates that the adsorption of H⁺ and OH⁻ ions at the basalt surface is metal cation specific and that the net adsorption can be predicted from the sole knowledge of the acidity constants of the network-forming constituent oxides. We found that in the acidic pH region dissolution is promoted by the adsorption of H⁺ on al and Fe surface sites while in the basic region, dissolution is promoted by the adsorption of OH⁻ on Si sites. The combination of the two distinct types of surface sites, Al and Fe on the one hand, and Si on the other hand, results in a dissolution rate minimum at a pH-value between the pH_zpc of the two groups of oxide components. Linear regressions with a slope n=3.8 are observed both in acid and alkaline solutions in logarithmic plots of the rate of dissolution vs. the surface charge. The value of n, which represents the number of protonation or hydroxylation steps prior to metal detachment, has been found equal to the mean valence of the network-forming metals.

Combining concepts of surface coordination chemistry with transition state theory afforded characterisation of the activated complexes involved in basalt dissolution processes. From the values obtained for the thermodynamic properties of activation for basalt dissolution it is assumed that the activated complexes formed during the H₂O-promoted dissolution of the basalt glass are more tightly bonded than those formed during H⁺- or OH⁻-promoted dissolution.     

Numerical modeling of heterogeneous flow fields around rigid objects with special reference to particle paths, strain shadows and foliation drag

With the help of two-dimensional numerical models this paper investigates three aspects of heterogeneous deformation around rigid objects: (1) the nature of particle paths; (2) the development of strain shadow zones; and (3) the drag patterns of passive markers. In simple shear, spherical objects develop typically a concentric vortex motion, showing particle paths with an eye (double-bulge)-shaped separatrix. The separatrix has no finite dimension along the central line, parallel to the shear direction. Under a combination of pure shear and simple shear, the particle paths assume a pattern with a bow-tie shaped separatrix. With increase in the ratio of pure shear to simple shear (S_r), the separatrix around the object shrinks in size. The axial ratio of the object (R) is another important factor that controls the geometry of particle paths. When R<1.5, the loci of a particle close to the object form an elliptical shell with the long axis lying along the central line. With increase in axial ratio R, the loci form a doublet elliptical shell structure. Objects with R>3 do not show closed particle paths, but give rise to elliptical or circular spiral particle paths.

The development of strain shadow zones against equant rigid bodies depends strongly on the strain ratio S_r. When S_r=0 (simple shear), they develop opposite to the extensional faces of the object, forming a typical σ-type tail. The structure has a tendency to die out with an increase in the pure shear component of the bulk deformation (S_r). The initial angle of the long axis of the object with the shear direction (φ) and the axial ratio of the object (R) determine the development of strain shadow zones near inequant rigid objects. Objects with large R and φ between 60 and 120° form pronounced zones of low finite strain, giving rise to strain shadow structures. A geometrical classification of diverse drag patterns of passive markers around rigid objects is presented along with their conditions of formation.     

Modelling of porosity evolution and mechanical compaction of calcareous sediments

A continuum mechanics model for the gravitational compaction of sediments is derived by assuming that the sediments are normally pressured and in a one-dimensional state of stress. Sediment strength is characterized in terms of effective stress laws adopted from soil mechanics. The model is a relatively simple mathematical formula that gives the porosity as a function of burial depth. The shape of the porosity profile is controlled by two mechanical parameters, the compression index and the void ratio at an effective stress of 100 kPa. The model was verified by analysing the porosity—depth data of oozes and chalk from the Ontong Java Plateau, gathered during Leg 130 of the Ocean Drilling Program. The mechanical parameters of the sediments were estimated using a least-squares method to fit the theoretical profile to the porosity data. The theoretical profile described accurately the ooze porosity data over depth ranges of 100 m or more. However, over smaller length-scales of 10–50 m there were systematic deviations between the theoretical porosity values and the ooze porosity data. The porosity deviations correlated with variations in the mean grain size of the sediments, due in part to changes in the foraminifera abundance. In the case of the oozes, the estimated mechanical parameters were consistent with published values obtained from one-dimensional compression tests. In contrast, the estimated mechanical properties for the chalks differed from published values. The chalk porosities were lower than could be explained by mechanical compaction. This explanation is supported by the compressional (P-wave) velocity data. In the chalk sections, the P-wave velocity increases more rapidly with burial depth than it does in the ooze sections, suggesting that sediment elastic properties are increasing due to interparticle binding.     

坡面泥石流降雨预报模型

中国东部地区的地质灾害多以坡面泥石流的形式发生,预测预报坡面泥石流的发生对于开展防灾减灾具有重要意义。地形、地质和降雨三大条件是影响坡面泥石流发生的主要条件。通过选择同样地质条件和基本相同降雨条件的区域,研究影响坡面泥石流发生的地形条件,并得出可以用于坡面泥石流预报的坡面泥石流地形条件。结果表明:地形条件由坡面坡度因子、泥石流上部因子、泥石流侧面因子和临空面因子组成;较大的地形条件T对应较大的泥石流发生可能性;降雨条件由泥石流发生前的降雨量与1 h降雨量组成;得出了由地形条件T和降雨条件R组成的坡面泥石流预报条件P,P值越大,坡面泥石流发生的可能性越大。预报条件P可以预报坡面泥石流的发生。     

Petrophysical properties assessment using wireline logs data at well#3 of Srikail gas field,Bangladesh

This study focused on the quantitative analysis of the petrophysical parameters in characterizing the reservoir properties of the Srikail gas field using multi-scale wireline logs. Petrophysical parameters (shale volume, porosity, water saturation and hydrocarbon saturation) were estimated from the combination of gamma ray log, resistivity log, density log and neutron log for three hydrocarbon (gas)-bearing zones at well#3. At the first time, log records at 0.1 m and 0.2 m intervals were read for this study. Result showed the average shale volume is 21.07%, 53.67% and 51.71% for zone-1, zone-2 and zone-3, respectively. For these zones, the estimated average porosity was 35.89%, 29.83% and 28.76%, respectively. The average water saturation of 31.54%, 16.83% and 23.39% and average hydrocarbon saturation of 68.46%, 83.17% and 76.61% were calculated for zone-1, zone-2 and zone-3, respectively. Thus zone-2 is regarded the most productive zone of well#3. It was found that the values of some parameters (porosity, hydrocarbon saturation and permeability) are higher than the existing results. Therefore, this study confirmed that the log reading at minute/close interval provides better quantitive values of the reservoir’s petrophysical properties. It is expected that this result will contribute to the national gas field development program in future.©2022 China Geology Editorial Office.     

Indirect estimation of the swelling percent and a new classification of soils depending on liquid limit and cation exchange capacity

This paper describes the dependence of the swell percent (%S) on the soil properties, namely, liquid limit (LL) and cation exchange capacity (CEC). This study provides the statistical model that can be used to obtain an indirect estimation of %S due to CEC and LL. According to the coefficient of correlation (R² = 0.91), VAF (91.5%) and RMSE (0.727) indices, multiple regression model has a high prediction performance. Although CEC values play an important role in the swelling behaviour of clayey soils, there is no universally accepted simple quantitative swelling potential classification at present. In this paper, a new swelling potential classification and graph, having four respective zones indicating the low, moderate, high, very high swelling potential, was also developed and proposed. This classification will serve to the engineers in order to evaluate the expansivity of the soils, in practice.     

南黄海中部海底沉积物声阻抗特性

基于在南黄海中部海域获得的大量海底沉积物样品及其测试数据,分析讨论了该区域海底浅表层沉积物声阻抗特性及其与沉积物物理力学性质参数的相关关系。研究表明:研究区浅表层沉积物声阻抗呈现出分区域分布的特征,可分为西南部声阻抗高值区、东北部声阻抗低值区以及北西-东南向声阻抗梯度带3个区域。通过回归分析,建立了声阻抗与沉积物物理力学参数的经验回归方程。结果表明:声阻抗与密度、含水率、孔隙比、孔隙度、液限、塑限、塑性指数、压缩系数等参数的相关性较好,判定系数R²一般大于0.8,而与砂粒含量、黏粒含量、中值粒径、抗剪强度等参数的相关性相对较差,判定系数R²一般小于0.7。将声阻抗与物理力学性质的相关性和声速与物理力学性质的相关性进行了对比,结果表明,声阻抗与上述参数的判定系数R²均大于声速与上述参数的判定系数,从而表明声阻抗是一个能够更好地反映声学特性与物理力学性质关系的沉积物声学特性参数。     

含油气盆地深部高过成熟烃源岩古TOC恢复方法及其应用

根据烃源岩演化过程中残留生烃母质变化原理,建立了TOC恢复的数学地质模型,提出了TOC演化与各种主控因素之间的定量关系模式,通过对模式中各主控因素在自然条件下变化的特征取值,计算得到了TOC恢复系数,做出了泥质岩烃源岩和碳酸盐岩烃源岩在含不同类型干酪根情况下的TOC演化图版。这一方法的最大特色是避免了人为主观因素和高温压物理模拟实验条件可能带来的结果偏差。研究表明:随着热演化程度的增加,烃源岩内残留的TOC含量逐渐减少,在大量生排烃阶段(R_O=0.5％～2.0%)变化幅度最大;处于高过成熟阶段(R_O>1.2%)的烃源岩,其原始TOC恢复系数随R_O增大而逐渐增加,含Ⅰ型、Ⅱ型、Ⅲ型母质的泥质岩烃源岩TOC恢复系数分别可达3.0、2.0、1.4;含Ⅰ型、Ⅱ型、Ⅲ型母质的碳酸盐岩烃源岩TOC恢复系数分别可达3.2、2.2、1.5。论文例举了源岩TOC恢复在实际工程中的应用。     

稀有金属矿物溶解度对花岗伟晶岩成矿作用的制约

花岗伟晶岩型矿床是稀有金属矿床重要的类型之一。在花岗伟晶岩中,稀有金属元素Li、Be、Nb和Ta主要以独立矿物的形式存在,前人对稀有金属独立矿物在硅酸盐熔体中的溶解度及其影响因素展开了系统研究。本文综合分析了已有的实验数据,其结果表明,影响稀有金属独立矿物溶解度最为重要的2个参数是温度(T)和铝饱和指数(ASI)。因此本文建立了稀有金属独立矿物,尤其是铌锰矿和钽锰矿溶解度,与温度(T)和铝饱和指数(ASI)之间的定量关系: lg [w(Li)/10^-6]=-0.37×[1 000/(T/K)]+4.56,R²=0.44 lg [w(BeO)/10^-6]=-4.21×[1 000/(T/K)]+6.86,R²=0.91 lg [K_sp(Nb)/(mg²·kg^-2)]=-(2.86±0.14)×ASI_(Mn+Li)-(4.95±0.31)×[1 000/(T/K)]+(4.20+0.28),R²=0.86 lg [K_sp(Ta)/(mg²·kg^-2)]=-(2.46±0.11)×ASI_(Mn+Li)-(4.86±0.30)×[1 000/(T/K)]+(4.00+0.30),R²=0.80 式中,温度T为热力学温度,ASI_(Mn+Li)(ASI=Al₂O₃/(CaO+Na₂O+K₂O+Li₂O+MnO),摩尔分数比)和T的适用范围分别为0.6~1.2和1 073~1 373 K的范围内。上述公式为估算硅酸盐熔体中稀有金属含量提供了便利,为量化花岗伟晶岩成矿模型提供了基础。 稀有金属独立矿物溶解度随温度降低和铝饱和指数的增加而急剧降低,因此,在岩浆演化过程中,由岩浆侵位、分离结晶以及流体作用等因素引起的岩浆温度降低和铝饱和指数的增加,是导致稀有金属独立矿物结晶的主要机制。     

钻孔岩心黏土混浊水电导率、黄铁矿、pH相关性分析及其在古沉积环境复原的应用:以渤海湾西岸平原DC01孔为例

为探讨复原海岸平原沉积环境和精确划分海陆相地层的有效方法,对渤海湾西岸海河以南平原深达30 m的DC01孔岩心以约20 cm间距取样,测试黏土混浊水电导率（EC）、黄铁矿质量分数（w（FeS₂））和pH值,并开展相关分析研究。结果显示,EC与w（FeS₂）正相关（相关系数r为0.47）,而EC与pH以及w（FeS₂）与pH均负相关（r分别为-0.43和-0.52）。根据EC值的大小将DC01孔自下至上分成5个带（Ⅰ—Ⅴ）,进一步分别对5个带的EC、w（FeS₂）及pH做相关分析,结果显示,Ⅱ带相关性最为突出：EC与w（FeS₂）的相关系数为0.83,极强正相关;EC与pH的相关系数为-0.77,强负相关;w（FeS₂）与pH的相关系数为-0.45,呈中等程度负相关。根据Ⅱ带的EC和w（FeS₂）极强正相关、且EC和w（FeS₂）均明显偏高以及多发育黑色泥炭和腐殖质黏土等特征,推断Ⅱ带为受海水影响的盐沼环境;结合AMS¹⁴C测年结果,推测8 260~7 470 cal.B.P.期间,海水曾经影响到DC01孔的位置。另外,Ⅳ带的EC值也偏高,但w（FeS₂）却较低,其EC与w（FeS₂）的相关系数为-0.03,不呈正相关关系,其原因是因为接近地表的上部沉积物因淋溶作用,在Ⅳ带形成淀积层导致EC异常偏高;最上层的Ⅴ带为淋溶层,这样就导致钻孔上部（深6.7 m以上）Ⅳ带和Ⅴ带EC与w（FeS₂）的相关性出现异常。因此在讨论沉积物上部沉积环境时,将EC与w（FeS₂）综合分析可以更精确地划分钻孔岩心的沉积环境。     

An empirical sapphirine-spinel Mg---Fe exchange thermometer and its application to high grade xenoliths in the Popes Harbour dyke, Nova Scotia, Canada

Spinel-sapphirine-corundum-rutile parageneses in metapelitic xenoliths from the lamprophyric Popes Harbour dyke are enclosed by feldspathic (±rare quartz) haloes that embay aluminosilicates and biotite. These feldspathic haloes contain plagioclase (An_20–40) and/or an alkali or ternary (hypersolvus) feldspar, and show a variety of igneous and devitrification textures, suggesting an anatectic origin. The spinel-bearing parageneses are interpreted as the refractory residue formed by the incongruent melting of biotite, aluminosilicates and associated phases.

Equilibration temperatures of these assemblages are estimated from an empirical sapphirine-spinel Mg---Fe exchange thermometer derived from literature data on both silica-saturated and undersaturated sapphirine granulites. Linear regression (R=0.81) of the calibrant data yields the expression T(°C) = [800 + (228^*InKd)] − 273 where

Kd=(X^sp_Fe/X^sp_Mg)/(X^sa_Fe/X^sa_Mg)

Precision is estimated at ± 100°C, but will likely be less for highly oxidized sapphirine granulites owing to (1) errors in the stoichiometric estimation of X_Fe³⁺ from microprobe data and (2) the formation of magnetite at the expense of spinel or sapphirine, leading to an increase in X_Mg in either or both phases during cooling. Application of this expression to the reduced (graphite-bearing) Popes Harbour xenoliths yields T of 725–795°C. Anatexis is attributed to thermal metamorphism by the lamprophyric magma prior to and/or during entrainment of xenolith material in the dyke. Higher-T assemblages were quenched before the xenoliths attained thermal equilibrium with the magma, consequently prograde reaction textures and compositional zoning patterns are preserved.     

白云石有序度对湖相混积碳酸盐岩储集层物性的控制作用:以柴达木盆地英西地区渐新统为例

对英西地区渐新统湖相混积碳酸盐岩储集层的物性特征及主控因素进行了分析。系统地开展了岩石矿物学特征、物性分析、孔隙结构、白云石有序度测试、无序白云石成因机理及其对储层物性的影响研究,提出英西地区渐新统储集层主要为"低孔-特低渗"型储层,其孔隙发育程度主要受控于岩石中的白云石含量,其中白云石有序度对岩石物性具有重要的控制作用。研究结果表明:(1)测井孔隙度与岩石中的白云石含量呈明显正相关关系,而与泥质含量呈负相关关系;(2)理想模式下,当岩石中白云石含量为100%时,有序白云石的分子结构决定了其孔隙度应为13%,研究区氦气法实测孔隙度与白云石含量相关关系投点图中的数据点大多分布在该理想模式线附近;(3)理想模式线上方的样品,其晶间孔多被扩大改造,有的被碎屑颗粒支撑扩大,有的被微弱溶蚀扩大,理想模式线下方的样品,其晶间孔多被黄铁矿或其他物质半充填而变小;(4)少数岩石样品的白云石含量较高但其孔隙度值较小,主要为有序度较低的白云石或者无序白云石,在白云石含量相同的条件下,有序度越高,其孔隙越发育。     

猪毛菜在不同降水条件下的水分来源差异研究

通过测定大柴旦与都兰地区猪毛菜木质部水分及其不同潜在水源的稳定性氢氧同位素值,利用多源线性混合模型分析不同水分来源对猪毛菜的贡献率.研究结果表明:大柴旦地区大气降水线为y=7.565x+4.796(R²=0.908),都兰地区大气降水线为y=6.005x-7.856(R²=0.7391),说明两个地区都存在较强的蒸发作用.但是,都兰地区较大柴旦风速大,温度高,雨水蒸发速度快,造成雨水δ¹⁸O偏高,形成比大柴旦地区斜率更小的当地大气降水线.大柴旦和都兰地区的猪毛菜,在两个样地的用水策略上存在显著差异.在降水较少的大柴旦地区,猪毛菜以土壤水为主要水源.在降水较多的都兰地区,则以降水为主要水源.就其对土壤水的使用情况来看,大柴旦的猪毛菜多利用深层土壤水,而都兰地区的猪毛菜却对表层土壤水利用比例较大.两地猪毛菜在生长季的不同时期都存在对利用水源的转换现象.为适应不同地区降水量的变化,猪毛菜根据不同水源调节利用比例.降水格局的改变将导致猪毛菜的水分利用策略发生适应性的变化.     

Correlation between rock fabrics and physical properties of carbonate reservoir rocks

 Three carbonate core samples from an oil and gas reservoir of the NW German basin were chosen to study the correlation between rock fabrics and physical properties of reservoir rocks. Detailed fabric analyses and texture investigations were carried out as well as laboratory measurements of different physical properties, e.g. density, porosity, permeability, electrical conductivity, seismic compressional and shear wave velocities. Although the three core samples come from a similar depositional facies, they show great differences in the occurrence and three-dimensional distribution of the rock fabric elements. These heterogeneities are the result of various diagenetic and tectonic processes. For the correlation between the rock fabrics and the physical properties four main rock fabric types have to be considered: (a) major constituents, e.g. fossils, ooides, peloides and crystals; (b) pore space with different pore types; (c) fractures; and (d) stylolites. The results of the correlation clearly show that the values and anisotropies of the petrophysical properties are fairly related to the observed fabric elements, with their different arrangements, spatial distributions and preferred orientations. These results also provide a fundamental understanding of the petrophysical responses, such as seismics, to the different geological features (e.g. fractures) and their dynamic changes with pressure, which can be converted to different depths. The knowledge gained from such correlations may lead to an improved interpretation of geophysical data for hydrocarbon exploration and production and therefore to an advanced reservoir characterization. Received: 28 January 1999 / Accepted: 21 June 1999