南秦岭勉略构造带高压基性麻粒岩变质作用及其锆石U-Pb年龄

勉县-略阳地区是勉略蛇绿构造混杂岩带的代表区段,本文在勉县北部徐家坪地区确定了主要矿物为Grt+Cpx+Pl和具有典型"白眼圈"反应结构的两类高压基性麻粒岩,分别对其进行细致的岩相学研究,并利用THERMOCALC3.33程序进行P-T视剖面图计算。一类高压基性麻粒岩的峰期矿物组合为Grt1+Cpx+Pl1+Qz,对应温压条件为T=800～860℃,P=12.4～14.6kbar,晚期退变质矿物组合为Grt2+Hbl+Pl2+Qz。另一类是具有典型"白眼圈"反应结构的高压基性麻粒岩,"白眼圈"结构中斜长石为富Na的钠-更长石,以此推断该高压基性麻粒岩早期矿物组合中含绿辉石,因此其变质峰期矿物组合可能为Grt1+Omp(?)+Qz或Grt1+Cpx(?)+Pl+Qz,对应温压条件分别为T=775～900℃,P>19.2kbar和T=750～850℃,P=16.5～19.8kbar;该岩石后期经历了以矿物组合Grt2+Opx+Hbl1+Pl1+Qz为代表的麻粒岩相及以Grt3+Hbl2+Pl2+Qz为代表的角闪岩相两期退变质作用。造成这两种高压基性麻粒岩峰期变质矿物组合及其温压条件存在差异的原因可能是岩石原始成分的不同。对高压基性麻粒岩及其中的浅色脉体分别进行了LA-ICP-MS锆石U-Pb年代学分析,得到高压基性麻粒岩214±11Ma的变质年龄及脉体215±5Ma的结晶时代,并结合锆石微量元素特征分析,认为214±11Ma的年龄值代表该高压基性麻粒岩角闪岩相的退变质时代,同时获得该高压基性麻粒岩原岩形成时代可能为477Ma。综合两件高压基性麻粒岩的P-T演化轨迹及变质时代,建立高压基性麻粒岩的P-T-t演化轨迹,据此反映秦岭造山带在印支期沿勉略构造带发生俯冲-碰撞造山过程。     

Using remote-sensing technologies in combination with Cesium-137 measurements to estimate soil-erosion quantity in semi-arid steppe areas

Soil erosion by wind is one of the most important processes in the changing the earth’s surface in semi-arid areas,Thus it is of great importance to study soil-erosion action.Using integrated technologies of remote sensing and geochemistry radioactivity iso-tope to extract regional soil-erosion information and to calculate quantity of soil erosion is accomplished successfully in this paper by means of beneficial experiments in the Talatan region of the Gonghe Basin,which is located in northeastern Qinghai-Tibet Pla-teau in China.The results show that the soil erosion by wind is not intensive in this region;the erosion types belong to the classes of very-soft erosion and soft-erosion type,which account for 47.12 percent and 35.58 percent,respectively,of the total study area.In total,two kinds of soil erosion account for 82.70 percent of the study area;only a small area belongs to the classes of severe erosion and very-severe erosion;this area is about 22.14 km2.Severe deposition activity has taken place in this region,and has appeared in a large area(322.67 km2),which accounts for 11.78 percent of the total study area.The results of this study show that soil erosion and deposition inventories are 870,000-1,150,000 tons and 550,000-780,000 tons,respectively,per year.The soil in-ventory shows about 320,000-370,000 tons from Talatan to Longyangxia reservoir per year.Using remote-sensing technology and 137Cs techniques is a valid means to analyze and to evaluate the quantity of soil erosion by wind in semi-arid environments.     

The nature of the high values of the anisotropy of magnetic susceptibility of rock samples with polydomain ferromagnetics

Samples of different rocks, which possess high values of the anisotropy of magnetic susceptibility, were studied by the magneto-mineralogical and optical methods and by microprobe analysis. It was established that for the samples, which contain the pseudo-single-domain ferromagnetite elongated particles, the source of the anisotropy of magnetic susceptibility is the distribution anisotropy of not only ferromagnetic grains themselves, but also ferromagnetic patterns in the heterogeneous accessory minerals. For samples with multidomain ferromagnetic materials, the nature of the anisotropy of magnetic susceptibility is caused by the orientation of the ilmenite lamellar phase in the structures of disintegration of titanomagnetites or by the orientation of the ferromagnetic structures of disintegration in iron sulfides.     

Intrinsic and attenuative dispersion characteristics of direct P-waves in and near the source area of the 1999 MW7.6 Chi-Chi,Taiwan,earth-quake before and after the mainshock

Based on the measurement of the arrival time of maxima magnitude from band-pass filtering signals which were determined using a new Morlet wavelet multiple-filter method,we develop a method for measuring intrinsic and attenuative dispersion of the first cycle direct P-wave.We determine relative group delays of spectral components of direct P-waves for 984 ray paths from SML and ALS stations of the Taiwan Central Weather Bureau Seismic Network(CWBSN).Using continuous relaxation model,we deduce a new transfer...     

Refraction of the principal stress trajectories and the stress jumps on faults and contact surfaces: Part 1. Non-constrained regular trajectories

Rock masses contain ubiquitous multiscale heterogeneities, which (or whose boundaries) serve as the surfaces of discontinuity for some characteristics of the stress state, e.g., for the orientation of principal stress axes. Revealing the regularities that control these discontinuities is a key to understanding the processes taking place at the boundaries of the heterogeneities and for designing the correct procedures for reconstructing and theoretical modeling of tectonic stresses. In the present study, the local laws describing the refraction of the axes of extreme principal stresses T ₁ (maximal tension in the deviatoric sense) and T ₃ (maximal compression) of the Cauchy stress tensor at the transition over the elementary area n of discontinuity whose orientation is specified by the unit normal n are derived. It is assumed that on the area n of discontinuity, frictional contact takes place. No hypotheses are made on the constitutive equations, and a priori constraints are not posed on the orientation on the stress axes. Two domains, which adjoin area n on the opposite sides and are conventionally marked + and ?, are distinguished. In the case of the two-dimensional (2D) stress state, any principal stress axis on passing from domain ? to domain + remains in the same quadrant of the plane as the continuation of this axis in domain +. The sign and size of the refraction angle depend on the sign and amplitude of the jump of the normal stress, which is tangential to the surface of discontinuity. In the three-dimensional (3D) case, the refraction of axes T ₁ and T ₃ should be analyzed simultaneously. For each side, + and ?, the projections of the T ₁ and T ₃ axes on the generally oriented plane n form the shear sectors S ⁺ and S ^?, which are determined unambiguously and to whose angular domains the possible directions p ⁺ and p ^? of the shear stress vectors belong. In order for the extreme stress axes T ₁ ⁺ ,T ₃ ⁺ and T ₁ ^? , T ₃ ^? to be statically compatible on the generally oriented plane n, it is required that sectors S ⁺ and S ^? had a nonempty intersection. The direction vectors p ⁺ and p ^? are determined uniquely if, besides axes T ₁ ^? , T ₃ ^? and T ₁ ⁺ , T ₃ ⁺ , also the ratios of differential stresses R ⁺ and R ^? (0 ≤ R ^± ≤ 1) are known. This is equivalent to specifying the reduced stress tensors T _R ⁺ and T _R ^? The necessary condition for tensors T _R ⁺ and T _R ^? being statically compatible on plane n is the equality p ⁺ = p ^?. In this paper, simple methods are suggested for solving the inverse problem of constructing the set of the orientations of the extreme stress axes from the known direction p of the shear stress vector on plane n and from the data on the shear sector. Based on these methods and using the necessary conditions of local equilibrium on plane n formulated above, all the possible orientations of axes T ₁ ⁺ , T ₃ ⁺ are determined if the projections of axes T ₁ ^? , T ₃ ^? axes on side — are given. The angle between the projections of axes T ₁ ⁺ , T ₁ ^? and/or T ₃ ⁺ , T ₃ ^? on the plane can attain 90°. Besides the general case, also the particular cases of the contact between the degenerate stress states and the special position of plane n relative to the principal stress axes are thoroughly examined. Generalization of the obtained results makes it possible to plot the local diagram of the orientations of axes T ₁ ⁺ , T ₃ ⁺ for a given sector S ^?. This diagram is a so-called stress orientation sphere, which is subdivided into three pairs of areas (compression, tension, and compression-extension). The tension and compression zones cannot contain the poles of T ₃ ⁺ and T ₁ ⁺ axes, respectively. The compression-extension zones can contain the poles of either T ₁ ⁺ or T ₃ ⁺ axis but not both poles simultaneously. In the particular case when the shear stress vector has a unique direction p ^? on side ?, the areas of compression-extension disappear and the diagram is reduced to a beach-ball plot, which visualizes the focal mechanism solution of an earthquake. If area n is a generally oriented plane and if the orientation of the pairs of the statically compatible axes T ₁ ^? , T ₃ ^? and T ₁ ⁺ , T ₃ ⁺ is specified, then, the stress values on side + are uniquely determined from the known stress values on side ?. From the value of differential stress ratio R ^?, one can calculate the value of R ⁺, and using the values of the principal stresses on side ?, determine the total stress tensor T ⁺ on side +. The obtained results are supported by the laboratory experiments and drilling data. In particular, these results disclose the drawbacks of some established notions and methods in which the possible refraction of the stress axes is unreasonably ignored or taken into account improperly. For example, it is generally misleading to associate the slip on the preexisting fault with the orientation of any particular trihedron of the principal stress axes. The reconstruction should address the potentially statically compatible principal stress axes, which are differently oriented on opposite sides of the fault plane. The fact that, based on the orientation of the intraplate principal stresses at the base of the lithosphere, one cannot make a conclusion on the active or passive influence of the mantle flows on the lithospheric plate motion is another example. The present relationships linking the stress values on the opposite sides of the fault plane on which the orientations of the principal stress axes are known demonstrate the incorrectness of the existing methods, in which the reduced stress tensors within the material domains are reconstructed without allowance for the dynamic interaction of these domains with their neighbors. In addition, using the obtained results, one can generalize the notion of the zone of dynamical control of a fault onto the case of the existence of discontinuities in this region and analyze the stress transfer across the system of the faults.     

Relative location and source mechanism of inland earthquakes in Northern Egypt

We have relocated 259 inland earthquakes in northern Egypt using the double-difference hypocenter technique. Among this dataset we are able to determine source mechanisms of 200 events using P-wave polarities and amplitude ratios as well. The studied earthquakes have been recorded by the Egyptian National Seismological Network from October 1997 to December 2006 with local magnitude (M_L) varies between 1.5 and 5.0. Three earthquake dislocations have been defined namely: Dahshour, southeast Beni-Suef, and Cairo-Suez district. Earthquake activities tend to occur in clusters along the first dislocation (Dahshour) however, relatively scattered along the second (southeast Beni-Suef) and the third (Cairo-Suez district) dislocations. At Dahshour dislocation three distinct clusters have been distinguished. Source mechanism solutions of Dahshour earthquakes displayed normal faulting with a strike-slip component to strike-slip faulting with a minor normal dip-slip component. Most of earthquake focal mechanism orientations are varying from NE-SW to NW-SE. The fault plane solutions of Beni-Suef earthquakes represented normal faulting with a strike-slip component. If the NNW-SSE striking plane has been chosen to be the actual fault plane, some solutions would indicated normal faulting with a sinistral strike-slip motion and other reflect normal faulting with a dextral strike-slip component. The fault plane solutions of Cairo-Suez district earthquakes are compatible with E-W to ENE-WSW striking normal fault with a dextral strike-slip motion.     

星载测雨雷达探测的夏季亚洲对流与层云降水雨顶高度气候特征

利用热带测雨卫星测雨雷达的10年探测结果,对夏季亚洲对流降水与层云降水雨顶高度分布、雨顶高度与地表降水强度的关系、雨顶高度日变化特征进行了研究。结果表明,青藏高原和中国东部平原的多数(70%以上)对流降水雨顶高度分布在8—12和5—10km,其他地区分布在5—9km;陆面对流降水雨顶平均高度高于洋面。洋面和陆面层云降水雨顶高度没有明显差异,多在5—8km。夏季亚洲浅对流降水比例少,而深厚对流主要出现在中国东部平原、西南、印度次大陆西部至伊朗高原东部地区,比例约40%。洋面和陆面的弱对流降水的雨顶平均高度在7—8km,弱层云降水相应的雨顶平均高度多小于7.5km;陆面约90%的强对流降水雨顶平均高度在9km以上,而强层云降水雨顶的平均高度通常不超过8.5km。夏季亚洲对流降水和层云降水的雨顶平均高度均随着地面平均降水率的增大而升高,两者遵从二次函数关系。对流降水及层云降水频次、强度和雨顶高度的日变化峰值分析表明,陆面这些参量的日变化强于洋面,并且三者的日变化基本同步。     

风廓线雷达探测大气返回信号谱的仿真模拟

利用2008年1—9月北京延庆地区对流层CFL-08风廓线雷达和2009年7—12月广东东莞地区边界层CFL-03风廓线雷达晴空大气探测资料,对大气返回信号功率谱密度分布及雷达系统噪声幅度统计特征进行分析。基于大气返回信号的谱分布符合高斯分布的统计结果,采用高斯模型对大气返回信号谱进行模拟;雷达系统噪声是白噪声,其谱线幅度的统计特征呈高斯分布,在此基础上,通过生成高斯分布随机函数对雷达探测输出信号进行信号谱分布的仿真模拟,并采用雷达探测信号的谱参数对仿真模拟进行检验,效果较好。该文应用仿真模拟的数据,对风廓线雷达信息处理方法及其处理精度进行了初步试验和分析。     

乌拉特后旗测老庙坳陷早白垩世古流向分析

位于狼山以北的测老庙地区是内蒙古西部巴音戈壁盆地群东部边缘的次级坳陷,面积850 km~2,沉积主体为白垩纪陆相碎屑岩。在目前能够搜集到的所有资料(包括内部资料)中,前人在该坳陷内的沉积相模式分析以及水文地质研究等工作均认为:测老庙坳陷下白垩统巴音戈壁组的物源区主要是坳陷东南侧的狼山,这意味着狼山在早白垩世就已经隆起。几十年内,这个模式一直作为指导思想影响着该地区找矿勘探方向,但找矿效果均不佳,造成了极大的财力、物力和人力资源的浪费。笔者等认为是这一模型存在问题,因为早白垩世巴音戈壁期狼山尚未隆起,无法充当测老庙坳陷的主要物源区。在沉积盆地分析中,利用古流向判别沉积岩的物源区方位是一种非常简便、有效的研究方法,然而笔者等未找到前人在本研究区进行该项工作的记录。笔者等在测老庙坳陷露头区对巴音戈壁组碎屑岩进行了大规模的古流向测量工作:寻找发育波痕和前积纹层等沉积构造为主的露头48处,并依46组前积纹层和5组波痕测得共计51组数据,利用野外现场恢复和室内赤平投影的方法恢复其原始古流向,最终用玫瑰花图和古流向分布图展示测老庙坳陷早白垩世古流向格局。分析结果表明,测老庙坳陷在早白垩世巴音戈壁期的古流向以自北向南为主,向SE、SW两个方向对称递减,集中分布在140°~210°的范围内,甚至在紧靠狼山的区域,古流向垂直指向狼山山脉延伸方向。据此可以判断:狼山不是巴音戈壁组碎屑岩的主要物源区,狼山最早也应在早白垩世巴音戈壁末期之后才可能隆起。这一研究结果为测老庙地区早白垩世沉积岩相关矿产的勘探开发提供了重要的科学依据,为狼山隆起时代的研究提供了重要的突破点,同时也为沉积岩的古流向测量、恢复与物源区分析提供了成功的范例。     

Environmental assessment of soil,groundwater, and surface water quality in the south of the Riyadh,Saudi Arabia

To understand the impact of the influence of treated wastewater, a study was undertaken in the downstream side of Wadi Hanifa in the southern part of Riyadh City in Saudi Arabia. Chemical elements from 17 groundwater samples, 9 surface water samples (treated wastewater), and 14 soil samples were analyzed. Water facies analyses showed that both groundwater and surface water belong to the SO₄-Cl class. However, the groundwater is characterized by high salinity (average value of 3547 mg/l), which may be result of the greater rock-water interaction and limited rainfall recharge. The NO₃ values are also high in the groundwater samples (average value of 40 mg/l) and are mainly attributed to the agricultural practices in the study area. The surface water samples (treated wastewater from the plant) shows an average salinity value of 1232 mg/l and is better suited for irrigation purposes. Heavy elements analyzed in the soil samples show high concentrations of all the elements except Mn and Ni as compared to their background concentration. Enrichment factor and index of geoaccumulation calculated from the soil samples indicate that they are severely enriched with respect to Cd and Se. The spatial distribution maps were prepared based on kriging interpolation technique to estimate the concentrations of the analyzed elements at unknown locations. The treated wastewater in the study area is better suited for agricultural and domestic activities as compared to groundwater.