含富锂(钾)卤水断陷盆地的深部构造特征: 以中国华南吉泰盆地为例

中国华南吉泰盆地在白垩纪?古近纪发育大量蒸发岩,其中含富锂卤水矿床,由于盆地深部构造特征认识不清,导致富锂卤水矿勘查评价明显滞后.基于盆地东北部泰和坳陷二维地震数据和钻孔资料,经过精细保幅处理和综合构造解释,总结了含富锂卤水矿断陷盆地的深部构造特征.地震剖面和构造属性表明,盆地深部发育错断白垩系的NE-SW走向、NW倾...     

匹配层高频宽带水声换能器研究

为了获取更多的水下信息,提高声呐的探测和识别能力,设计高频宽带换能器是极为重要的。 匹配层技术是拓宽换能器带宽的有效方式。从理论上对匹配层拓宽换能器带宽的机理进行了分析,并利用数值计算和有限元仿真分析了匹配层对换能器性能的影响。结果表明：随着匹配层层数增加,换能器的谐振峰数目增加,峰与峰之间通过耦合能够实现拓宽带宽的效果。通过有限元仿真指导制成中心频率为 187.5 kHz 的双匹配层宽带换能器,其最大发送电压响应为 150.3 dB,–3 dB 带宽为 145 kHz。     

Estimates of AGN Black Hole Mass and Minimum Variability Timescale

Black hole mass is one of the fundamental physical parameters of active galactic nuclei (AGNs), for which many methods of estimation have been proposed. One set of methods assumes that the broad-line region (BLR) is gravitationally bound by the central black hole potential, so the black hole mass can be estimated from the orbital radius and the Doppler velocity. Another set of methods assumes the observed variability timescale is determined by the orbital timescale near the innermost stable orbit around the Schwarzschild black hole or the Kerr black hole, or by the characteristic timescale of the accretion disk. We collect a sample of 21 AGNs, for which the minimum variability timescales have been obtained and their black hole masses (Mσ) have been well estimated from the stellar velocity dispersion or the BLR size-luminosity relation. Using the minimum variability timescales we estimated the black hole masses for 21 objects by the three different methods, the results are denoted by Ms, Mk and Md, respectively. We compared each of them with Mσindividually and found that: (1) using the minimum variability timescale with the Kerr black hole theory leads to small differences between Mσand Mk, none exceeding one order of magnitude, and the mean difference between them is about 0.53 dex; (2) using the minimum variability timescale with the Schwarzschild black hole theory leads to somewhat larger difference between Mσand Ms: larger than one order of magnitude for 6 of the 21 sources, and the mean difference is 0.74 dex; (3) using the minimum variability timescale with the accretion disk theory leads to much larger differences between Mσand Md, for 13 of the 21 sources the differences are larger than two orders of magnitude; and the mean difference is as high as about 2.01 dex.     

甘肃“5·5"黑风暴小波分析

用小波变换理论对１９９３年春季甘肃省河西走廊地区一场特大黑风暴进行了分析。结果表明，小波分析能比较客观地将时间序列中不同时间尺度的振动分离开，使我们能清楚地看到黑风暴中的中尺度扰动。     

广西大厂矿田铜坑深部隐伏矿体立体定量预测建模与可视化研究

广西大厂矿田长坡-铜坑矿区矿床形成与分布的主要控制因素有地层岩性、岩浆岩体和断层、褶皱构造.结合大厂矿田多年来积累的地质资料信息,提取了钻孔、坑道采样化验数据与地质体的几何取点等矿床隐伏矿体预测专题数据,建立了各种地质体几何模型;以此为基础进行控矿地质条件的定量分析,以立体单元形式对地质空间进行分割抽样,提取了立体单元控矿作用定量化指标;通过一种有效的矿床三雏数学模型建立方法,对矿床地下三维空间中隐伏矿体进行了定位、定量预测和结果验证,并开发了预测结果的三维可视化动态查询系统.     

台湾海峡海洋捕捞业管理策略和投资方向

本文收集了１９８５￣１９９４年福建省在台湾海峡生产的具有代表性的５０对拖网渔船、１２０艘单拖渔船、４８组灯光围网渔船、３８对大围缯渔船、３１艘定置网渔船的技术参数及生产资料，计算并分析了其适正捕捞力量、经济指标，得出了一些有益的结论：（１）根据台湾海峡渔业资源，把握正确的投资方向，已成为进一步发展海洋捕捞业的关键。（２）由于台湾海峡的渔业资源正遭受越来越大的压力，为了保护渔业资源，应当限制捕捞力量     

石英砂粒表面微结构特征的研究

本文着重论述了我国石英砂粒在冰川、水流(包括河流及潮汐)、风蚀等外营力作用下,形成的特有微结构颗粒表面的形态。据此,探索沙质沉积物的演变历史,沙物质形态结构与成因的关系,为沙漠沙物质来源提供论据。     

The Dynamic Evaluation of Rock Slope Stability Considering the Effects of Microseismic Damage

A state-of-the-art microseismic monitoring system has been implemented at the left bank slope of the Jinping first stage hydropower station since June 2009. The main objectives are to ensure slope safety under continuous excavation at the left slope, and, very recently, the safety of the concrete arch dam. The safety of the excavated slope is investigated through the development of fast and accurate real-time event location techniques aimed at assessing the evolution and migration of the seismic activity, as well as through the development of prediction capabilities for rock slope instability. Myriads of seismic events at the slope have been recorded by the microseismic monitoring system. Regions of damaged rock mass have been identified and delineated on the basis of the tempo-spatial distribution analysis of microseismic activity during the periods of excavation and consolidation grouting. However, how to effectively utilize the abundant microseismic data in order to quantify the stability of the slope remains a challenge. In this paper, a rock mass damage evolutional model based on microseismic data is proposed, combined with a 3D finite element method (FEM) model for feedback analysis of the left bank slope stability. The model elements with microseismic damage are interrogated and the deteriorated mechanical parameters determined accordingly. The relationship between microseismic activities induced by rock mass damage during slope instability, strength degradation, and dynamic instability of the slope are explored, and the slope stability is quantitatively evaluated. The results indicate that a constitutive relation considering microseismic damage is concordant with the simulation results and the influence of rock mass damage can be allowed for its feedback analysis of 3D slope stability. In addition, the safety coefficient of the rock slope considering microseismic damage is reduced by a value of 0.11, in comparison to the virgin rock slope model. Our results demonstrate that microseismic activity induced by construction disturbance only slightly affects the stability of the slope. The proposed feedback analysis technique provides a novel method for dynamically assessing rock slope stability and can be used to assess the slope stability of other similar rock slopes.     

青海共和盆地早全新世古风向重建及其对黄土物源的指示

青藏高原东北部地处黄土与沙漠的过渡地区,在冰期-间冰期旋回中受中纬西风与东亚季风环流的交替控制,曾发生大范围的沙漠进退,是黄土高原重要的潜在物源区。恢复该区地质历史时期的大气环流格局可为重建东亚地区的环境面貌、探讨黄土高原的物源区、检验东亚地区古气候模拟结果的有效性等方面提供重要依据。但目前对高原东北部的古大气环流特征却鲜有研究。青藏高原东北部保存有一系列的古沙丘,可为古大气环流的重建提供直接依据。本文选取青海共和盆地一处代表性新月形古沙丘开展光释光测年研究,并通过其平面形态和前积层产状恢复了当时的古风向。结果表明:共和盆地的风沙活动自早全新世以来开始显著减弱,此时近地面盛行与现今风向一致的西北风。前人的研究揭示出青藏高原东北部在冰期时很可能盛行西风,并存在广泛的荒漠化,因而很可能是黄土高原冰期时重要的物源区之一。而本研究指示,该区的盛行风向在早全新世以来转变为西北风,且荒漠范围显著退缩,导致其全新世不再是黄土高原的物源区。青藏高原东北部的盛行风向和荒漠范围在冰期-间冰期旋回中的这种变化,为理解黄土高原的粉尘物源在空间和冰期-间冰期旋回上的变化提供了依据。     

Stress–strain behaviour of a loosely compacted volcanic-derived soil and its significance to rainfall-induced fill slope failures

The stress–strain behaviour of a soil is crucial to the recognition of the mechanism of slope failure. Triaxial tests, composed of isotropically consolidated drained (ICD) and undrained compression (ICU) tests and anisotropically consolidated constant deviatoric stress path (CQD) tests, were carried out with the aim of investigating the stress–strain behaviour of loosely compacted volcanic-derived soils. The fact that the critical states are the same for ICU, ICD and CQD tests may show that the critical state is independent of the above three stress paths. The critical state line, as defined in critical state soil mechanics, is obtained from the e–log p′ and q–p′ plots based on the results of the above tests. The initial state of the consolidated specimens at initiation of failure may be classified as dilative or contractive in the light of the locations of the soil state relative to the critical state line. For contractional soils, the increased pore water pressure generated by rainfall infiltration leads to a contractive failure in a drained manner, giving rise to high excess pore water pressure. The excess pore water pressure caused by contraction cannot be dissipated instantly, resulting in a decrease in the shear resistance of the soil. The failure process is rapid. The failed soil mass is prone to flow after failure under the action of gravity due to its high moisture content and inflow of surface runoff and rainwater. For dilational soils, the increased pore water pressure resulting from infiltration leads to dilation, which reduces pore water pressure and thus increases the shear resistance of the soil. However, continued rainfall infiltration may be able to equilibrate the reduction in pore water pressure caused by dilation and, therefore, the dilation or displacement can continue. In Hong Kong, volcanic-derived soil is characterized by high permeability. Both the high permeability of volcanic-derived soil and a shallow failure surface make it possible for the reduction in pore pressure to equilibrate relatively quickly. Therefore, the failure is also rapid, at least for poorly compacted fill slopes.