基于矩形网格的有限差分走时计算方法

对于大多数速度场，地震波沿射线传播的初至波走时，可以用有限差分外推的方法在二维或三维数值网格上计算出来. 在保证精度的条件下，为提高计算效率和适应性，本文推导了基于任意矩形网格和局部平面波前近似的有限差分初至波走时计算方法. 另外，该方法对首波和散射波做了合适的处理，而且不会碰到传统射线法存在的阴影区和焦散区等问题. 简单模型和复杂的Marmousi模型试算的结果表明，该方法精度较高并适用于强纵、横向变速的复杂介质. 基于该方法的Kirchhoff叠前深度偏移, 在主要构造和目的层位置的成像效果上基本达到了波动方程法叠前深度偏移的位置成像效果. 由于未考虑续至波等有效能量，在成像的保幅性上不如波动方程法叠前深度偏移的效果，但其计算效率则明显高于全格林函数法和波动方程法.      

Slope stability FEM analysis and retaining wall design: a case study of clinker in Benxi of Liaoning

Stability is always the most important problem after high slope was excavated. The study analyzed the stress and strain inside the slope by Finite Element Method (FEM) and carried through stress distribution and failure zone, then analyzed the stability of the slope using three different methods and came to the conclusion that it is in unstable condition, so the designed retaining wall was put forward which makes the slope stable.     

Simulation of the equatorially asymmetric mode of the Hadley circulation in CMIP5 models

The tropical Hadley circulation (HC) plays an important role in influencing the climate in the tropics and extra-tropics. The realism of the climatological characteristics, spatial structure, and temporal evolution of the long-term variation of the principal mode of the annual mean HC (i.e., the equatorially asymmetric mode, EAM) was examined in model simulations from the Coupled Model Intercomparison Project Phase 5 (CMIP5). The results showed that all the models are moderately successful in capturing the HC's climatological features, including the spatial pattern, meridional extent, and intensity, but not the spatial or temporal variation of the EAM. The possible reasons for the poor simulation of the long-term variability of the EAM were explored. None of the models can successfully capture the differences in the warming rate between the tropical Southern Hemisphere (SH) and Northern Hemisphere (NH), which is considered to be an important driver for the variation of the AM. Most of the models produce a faster warming in the NH than in the SH, which is the reverse of the observed trend. This leads to a reversed trend in the meridional gradient between the SH and NH, and contributes to the poor simulation of EAM variability. Thus, this aspect of the models should be improved to provide better simulations of the variability of the HC. This study suggests a possible reason for the poor simulation of the HC, which may be helpful for improving the skill of the CMIP5 models in the future.     

多维“流”视角下区域旅游网络结构特征及其作用机制分析——以云南省为例

基于多维流视角,运用GIS及社会网络分析方法,对比分析云南省旅游经济流、客流、信息流、资金流的网络结构差异特征及相互影响作用机制。研究表明：云南省供需两侧旅游流反向发展态势明显,旅游流网络异质演变特征明显,流量水平趋高,而流质水平偏低。旅游经济流发展未能随着旅游客流和信息流的发展而增强,网络密度偏低且长期存在旅游经济发展孤点,旅游经济合作交流不足。各州市在旅游经济流网络中“零和竞争”的偏利非共生发展态势,使得旅游市场领域存在一定的“公地悲剧”现象。云南省旅游流节点水平及其空间特征差异显著,”核心-边缘”结构明显。云南省旅游经济流受到旅游客流的中介力、旅游信息流的推动力、旅游资金流的拉动力三者的共同作用影响,各作用力影响程度表现出强弱历时性差异演化,旅游客流中介力持续增强,旅游信息流推动力稳步强化,旅游资金流拉动力显著下降。云南省旅游经济增长及旅游经济流网络发展驱动模式,正逐步由“供给侧拉动型”向“需求侧推动型”转变。     

长江口地区地面沉降的深部动力学机制分析

地表变形、活动断裂和地球物理的综合分析表明,菲律宾洋壳向欧亚大陆的俯冲导致的地幔对流是控制中国东部沿海地区晚新生代以来构造作用的主导因素,是长江口地区地面沉降的主要深部动力学机制。由于地幔对流和青藏高原挤压共同作用导致的地壳热流值的差异则是长江口地区西部隆升、东部沉降且向东沉降速率增大的直接驱动力。预测未来长江口地区的基岩沉降范围将以>10cm/a的速率向西扩大,沉降速率将呈明显加速趋势,40000a之内上海市可能被海水淹没,但板块构造演化的“渐变”特征决定其对当地未来的人类活动不会造成显著影响。根据“地壳均衡理论”,建议在长江口南西部(浙江省北东部)的丘陵山区加大重力载荷如加快城市化进程或人工造山以减小和控制上海地区的沉降。     

长江口水下三角洲沉积物记录的古环境演化

长江口水下三角洲60 m的HYZK5钻孔,揭示了末次冰期以来河流相、滨海湖沼相、河口湾-浅海相(前三角洲相)和水下汉道相的沉积环境演化.泥炭层形成于末次冰期的冷湿气候环境;有孔虫丰度的变化反映了12 000 cal.aBP以来海平面迅速上升,但在11 200～10 000 cal.aBP出现短暂的停顿.沉积物的粒度、磁...     

结合全局信息描述子的局部特征匹配算法

针对影像间存在相似性场景时容易出现误匹配的问题,该文提出了局部DAISY描述子与全局纹理信息相结合的算法。详细论述了DAISY描述子和全局纹理的生成过程。该算法首先提取SIFT特征;然后计算特征点的DAISY描述子与全局描述子,获得结合全局信息的DAISY描述子;最后采用卡方统计量作为度量函数进行特征描述子的匹配。实验结果表明,该文算法能得到较好的匹配结果。但是该算法在大角度旋转情况下误匹配率较大。     

Slope stability FEM analysis and retaining wall design：a case study of clinker in Benxi of Liaoning

Stability is always the most important problem after high slope was excavated. The study analyzed the stress and strain inside the slope by Finite Element Method （FEM） and carried through stress distribution and failure zone, then analyzed the stability of the slope using three different methods and came to the conclusion that it is in unstable condition, so the designed retaining wall was put forward which makes the slope stable.     

Performance of rectangular closed diaphragm walls in gently sloping liquefiable deposits subjected to different earthquake ground motions

The performance of rectangular closed diaphragm walls(RCDW) subjected to earthquake ground motions is extremely complicated in gently sloping liquefiable deposits and requires further investigation. A nonlinear finite element(FE) model was developed to investigate the seismic performance of an RCDW in the OpenSees platform. Initially, the feasibility of the FE model to simulate the seismic behavior of the RCDW was validated by comparing the numerical results with the experimental data. The numerical results agree well with the centrifuge test data. Then, the calibrated model was used to study the seismic performance of the RCDW subjected to different ground motions in gently sloping liquefiable deposits.The numerical results indicate that the soil-RCDW system under near-fault ground motions is more likely to be damaged than that under far-fault ground motions. The difference between the maximum and minimum(D_(max-min)) the RCDW displacement and the maximum excess pore pressure in the soil core increased as the Arias intensity increased. The seismic response of the soil-RCDW system was strongly affected by the frequency content, durations, energy distribution and initial directions of the ground motions. Moreover, the modified specific energy density(MSED) has a good linear relationship with the D_(max-min) of the RCDW displacement.