Dynamical response to supernova-induced gas removal in spiral galaxies with dark matter halo

We investigate the dynamical response, in terms of disc size and rotation velocity, to mass loss by supernovae in the evolution of spiral galaxies. A thin baryonic disc having the Kuzmin density profile embedded in a spherical dark matter halo having a density profile proposed by Navarro, Frenk & White is considered. For the purpose of comparison, we also consider the homogeneous and   r ⁻¹  profiles for dark matter in a truncated spherical halo. Assuming for simplicity that the dark matter distribution is not affected by mass-loss from discs and the change of baryonic disc matter distribution is homologous, we evaluate the effects of dynamical response in the resulting discs. We found that the dynamical response only for an adiabatic approximation of mass-loss can simultaneously account for the rotation velocity and disc size as observed particularly in dwarf spiral galaxies, thus reproducing the Tully–Fisher relation and the size versus magnitude relation over the full range of magnitude. Furthermore, we found that the mean specific angular momentum in discs after the mass-loss becomes larger than that before the mass-loss, suggesting that the mass-loss would most likely occur from the central disc region where the specific angular momentum is low.     

基于密集线性台阵的背景噪声成像在明光市城市活断层调查中的应用

近年来,短周期密集台阵被动源探测技术逐渐成为地壳精细结构探测研究中的重要手段.为了探讨其应用于城市活断层调查在勘探尺度的有效性,在横跨安徽省明光市郯庐断裂带东界两条主干断裂位置,沿同期的主动源S波反射剖面,安徽省地震局和中国科学技术大学联合布设了一条由133个短周期地震仪组成的被动源密集测线.我们通过该被动源测线获得了约28天的连续波形记录,并采用一种新的线性台阵背景噪声成像方法——拓距相移法提取了10 Hz~2.0 s宽频的基阶Rayleigh波相速度频散曲线.利用得到的宽频带频散曲线,我们反演了近地表 1.3 km以浅的高分辨率S波速度结构,并与基本重合的主动源S波反射剖面以及地质资料等进行对比,验证了反演结果的可靠性,同时进一步分析了郯庐断裂带东界两条主干断裂的断层特征.结果表明：（1）被动源与主动源反演结果在近地表100 m以浅高度一致,且被动源的反演深度更深;（2）池河—太湖断裂是隐伏于深部的走滑断裂和浅部伸展断裂的综合反映,浅部为倾向北西的正断层,向上穿透第四系地层,可能为活动断裂;（3）拓距相移法能有效拓宽频散曲线的提取频带,保证浅部结构具有高分辨率,同时大大加强对深部结构的约束.该方法能够获得可靠的地下结构反演结果,可以作为城市活断层调查的一种新的有效手段.

     

Research on the fault controlling mechanism of geothermal water in Zhangzhou Basin

Fault has an important influence on the storage and movement of geothermal water. The Zhangzhou Basin is wholly located in a granodiorite rock mass. Due to the low permeability of granodiorite, faulted structure has an evident control action on the hydrothermal activity of geothermal fields. Hot springs in Zhangzhou Basin crack along Pingtan-Dongshan Fault to the northeastern direction and emerge along Fu’an-Nanjing Fault. Through measurement of the temperature of several hot springs in the Basin, we found the temperature along the northwestern direction of Zhangzhou-Tianbao Fault is high and the temperature gap between the two sides of Yangxi-Yuanshan Fault is huge; the estimation of geothermal reservoir temperature of geothermal water through quartz geothermometer indicates that the geothermal reservoir temperature of the northern area of Nanjing-Xiamen Fault is obviously higher than that of southern area. Such result indicates that Fault obviously obstructs underground heat source. Under the condition that the average geothermal gradient of the Zhangzhou Basin is set, the circulation depth of the geothermal water of the Zhangzhou Basin measured by geothermal reservoir temperature is 3 550-5 200 m and the circulation depth of the geothermal water of the north of Nanjing-Xiamen Fault is deeper than that of the South.     

基于3S技术的土地动态监管系统研究

研究目的:针对目前县级国土资源土地利用动态监管的现状和要求,探讨了采用信息化手段如移动执法和在线分析等工具辅助土地执法监察管理,建立土地动态监管新模式.研究方法:采用全B/S架构,ArcGIS Server Standard 9.3 GIS平台和ArcPad 7.1嵌入式GIS平台,建立土地动态监管系统.研究结论:利用3S技术建立的土地动态监管系统可以满足土地监管工作信息化需求,操作简单便捷,适合基层土地管理人员使用,同时有助于提高工作效率,降低调查成本,规范土地执法监察行为.     

福建凤山矿区石墨矿地质特征及控矿因素分析

通过对福建省漳平市凤山矿区石墨矿近年来硐探、钻探等地质资料系统的梳理,在分析矿区地质特征和矿体特征的基础上,深入研究了石墨矿的控矿因素。研究认为该区石墨矿是由赋存于中二叠统童子岩组的无烟煤经过高温、高压作用进一步变质而成的。煤层受到岩浆热变质作用使碳物质(煤)分解,重新富集形成以隐晶质(土状)为主的隐晶质石墨矿,因此本区石墨矿的控矿因素是温度和构造。由于过往对福建煤系石墨资源的研究程度不够深入,造成大部分煤系石墨矿划归煤矿,致使石墨矿资源被浪费,本次通过野外地质勘查、采样样品测试等工作,确定了凤山矿区为煤系石墨矿,为下一步勘探工作提供有力依据,为合理开发利用矿产资源指明新的方向。     

Experimental determination of argon solubility in silicate melts: An assessment of the effects of liquid composition and temperature

The argon solubility of 38 liquids in the system Na₂O-CaO-MgO-Al₂O₃-SiO₂ (NCMAS) has been determined at 1873 K and 1 bar, the argon concentration of presaturated glasses being measured using a static mass spectrometer. For compositions in the subsystem diopside (CaMgSi₂O₆), nepheline (NaAlSiO₄), albite (NaAlSi₃O₈), anorthite (CaAl₂Si₂O₈), argon solubility is generally a linear function of the relative proportion of each end member, solubility being lowest in diopside melt (1.53 10⁻⁵ cm³ STP · g⁻¹ · bar⁻¹) and highest in albite melt (2.88 10⁻⁴ cm³ STP · g⁻¹ · bar⁻¹). For the tectosilicate joins studied (SiO₂-Na₂Al₂O₄, SiO₂-CaAl₂O₄, SiO₂-MgAl₂O₄) solubility decreases with decreasing silica content in all cases, being highest for Na-bearing liquids and lowest for Mg-bearing liquids at constant molar silica content. Where comparison is possible our results are in good agreement with data from the literature. When our data are considered in isolation we find that argon solubility shows an excellent correlation with calculated ionic porosity. The covariation of argon solubility and liquid density is also reasonable, that with molar volume less convincing and that with polymerization state (as defined by the ratio of the number of nonbridging oxygens and tetrahedral network forming cations; NBO/T) nonexistent. However, when our data are combined with those from the literature no well constrained correlation between argon solubility and ionic porosity is apparent. Based upon this observation and consideration of the temperature dependence of noble gas solubility it is concluded that ionic porosity is not a universally applicable parameter which may be used to predict noble gas solubility as a function of composition, temperature and pressure. Two new models for calculating argon solubility are proposed, both employing the notion of partial molar argon solubilities. The first uses oxide components, for which partial molar argon solubility is directly proportional to partial molar ionic porosity calculated at 1873 K, irrespective of the temperature of experimental equilibration. The second model, which offers the best fit to the available data, employs tetrahedral units rather than oxides as the proposed melt components. This latter model successfully accounts for reported argon solubilities in simple Al-free systems, in simple Al-bearing systems and in natural liquids. This is interpreted to infer that argon is incorporated in large sites in the liquid structure (such as the space within rings of n-tetrahedra) although further work is required to understand the quantitative links between melt structure and noble gas solubility.     

A simple strategy for dynamic substructuring: I. Concept and development

Dynamic substructuring refers to physical testing with computational models in the loop. This paper presents a new strategy for such testing. The key feature of this strategy is that it decouples the substructuring controller from the physical subsystem. Unlike conventional approaches, it does not explicitly include a tracking controller. Consequently, the design and implementation of the substructuring controls are greatly simplified. This paper motivates the strategy and discusses the main concept along with details of the substructuring control design. The focus is on configurations that use shake tables and active mass drivers. An extensive experimental assessment of the new strategy is presented in a companion paper, where the influence of various factors such as virtual subsystem dynamics, control gains, and nonlinearities is investigated, and it is shown that robustly stable and accurate substructuring is achieved.     

水对土质边坡的稳定性影响分析

首先论述了地下水对边坡稳定性的影响因素,水对土质边坡的影响作用,接着推导出了考虑水作用影响的边坡安全系数计算公式,最后指出应用动态的观点来研究边坡体内的地下水作用.     

基于强度折减法的顺层路堑边坡土钉墙支护结构稳定性分析

将非线性有限元分析和极限分析相结合形成强度参数折减有限元法,可以灵活地分析强度不均匀顺层路堑边坡支护结构稳定性问题。将岩体力学理论、非线性有限元分析技术和强度折减系数法相结合,对顺层岩体路堑边坡稳定性进行分析。在对密集假设节理有限元模拟中,假设节理在岩体内连续分布,采用连续介质力学方法建立密集分布节理岩体材料模型。采用强度折减系数法计算岩体结构安全系数,建议采用给定的岩体强度参数计算节理岩质边坡开挖、支护完毕后的内力,再逐渐降低岩体强度参数进行岩体边坡非线性有限元分析,直至岩体边坡达到极限状态,从而求出岩质边坡安全系数。采用该方法对渝怀铁路梅江河右岸DK409+989.4～DK410+020段顺层路堑边坡土钉墙支护结构稳定性进行分析,分析结果表明：采用土钉墙支护后的节理边坡塑安全系数为2.3,支护后的岩质边坡处于稳定状态;土钉墙潜在破裂面为岩体弹性区和塑性区的交界面,与测试得到的各排土钉拉力最大值位置一致。     

库车坳陷盐构造特征及其对油气成藏的作用

塔里木盆地库车坳陷盐构造发育，根据盐构造的外部形态及其发育程度将其分为盐枕、盐背斜、盐墙、盐株、盐脊、盐席、盐楔、盐川和盐蘑菇等构造祥式，并归纳了各种盐构造的特征及其分布。盐构造对库车场陷的油气成藏起着至关重要的作用，不仅提供了优质的盖层，有利于形成大型圈闭、保持较高的孔隙度，而且有利于油气的运聚形成大型油气田。