北极苔原Ny-lesund地区短期气候特征

利用我国北极黄河站所在地,德国Koldwey站1994—2003年的逐时常规气象资料,对北极苔原Ny lesund地区短期气候特征进行了初步分析。结果表明,由于受北大西洋暖流的影响,该地是北极同纬度温度最高的地区。岛上气候温暖湿润,即使在隆冬季节,日平均气温都可以升至0℃以上。全年平均风力较小,以东南(SE)风居多。该地区平均增温速度为0. 68℃/10a,是北极增温较快的地区之一。与同期我国北冰洋浮冰区考察数据相比较,Ny lesund气候更温暖湿润,风速要小得多。在Ny lesund地区,美国国家环境预测中心/美国国家大气研究中心(NCEP/NCAR)的近地面气温的再分析结果,与Koldwey站实测常规地面资料相比,在冬季基本一致,而在夏季则差异较大。     

Land degradation in the source region of the Yellow River, northeast Qinghai-Xizang Plateau: classification and evaluation

Land degradation imposes a great threat to the world. It is not merely an environmental issue, but also a social and economic problem. Land desertification is among the main aspects of environment changes in the source region of the Yellow River. Previous studies focused on water resource utilization and soil erosion, but land degradation in the source region of the Yellow River even the whole Qinghai-Xizang Plateau received little attention. Based on the data obtained by field investigation and TM satellite images of 2000, this study provides the classification and evaluation information of the land degradation in the source region of the Yellow River. There are six types of land degradation in this region: water erosion in the northern mountains around the Gonghe Basin, sandy desertification in the Gonghe Basin and Upland Plain Area, aridization in the lower reaches, salinization in the Gonghe Basin, vegetation degradation in the intramontance basin and freezing and thawing erosion in the high mountains. The total degraded area is 34,429.6 km², making up 37.5% of the land in the study area. Finally, land degradation in the source region of the Yellow River was evaluated according to changes in the physical structure and chemical component of soils, land productivity, secondary soil salt and water conditions.     

A numerical study of mechanical behavior of a cement paste under mechanical loading and chemical leaching

Based on relevant experimental data of a petroleum cement paste under mechanical loading and chemical leaching, an elastic‐plastic model is first proposed by taking into account plastic shearing and pore collapse. The degradation of mechanical properties induced by the chemical leaching is characterized by a chemical damage variable which is defined as the increase of porosity. Both elastic and plastic properties of the cement paste are affected by the chemical damage. The proposed model is calibrated from and applied to describe mechanical responses in triaxial compression tests respectively on sound and fully leached samples. In the second part, a phenomenological chemical model is defined to establish the relationship between porosity change and calcium dissolution process. The dissolution kinetics is governed by a diffusion law taking into account the variation of diffusion coefficient with calcium concentration. The chemical model is coupled with the mechanical model, and both are applied to describe mechanical response of cement paste samples subjected to progressive chemical leaching and compressive stresses. Comparisons between experimental data and numerical results are presented.     

华北克拉通西部鄂尔多斯地块长城系碎屑锆石LA-ICP-MS U-Pb测年及意义

自1.85 Ga西部陆块与东部陆块沿中部造山带碰撞拼合形成统一的华北克拉通之后,中—新元古代克拉通经历了广泛的陆内拉伸,形成了熊耳裂陷槽、燕辽裂陷槽、渣尔泰—白云鄂博—化德裂陷槽及东缘裂谷系。前人根据钻井资料及区域地层对比认为鄂尔多斯地块变质基底之上沉积了中元古代长城系—蓟县系。其中,长城系下部主要为石英岩夹板岩,上部为粉砂质板岩、硅质板岩及含燧石条带白云质灰岩与石英砂岩;蓟县系以白云岩为主,夹少量砂岩、页岩。本文对采自鄂尔多斯地块6口钻井中的长城系进行了碎屑锆石年代学研究。结果表明,鄂尔多斯地块长城系浅变质沉积岩的碎屑锆石年龄组成了1.60 Ga、1.85 Ga、1.95 Ga、2.35 Ga和2.50 Ga等峰值。与华北克拉通内部中—新元古代沉积岩碎屑锆石年龄峰值对比结果表明,长城系沉积岩的碎屑物质来自华北克拉通内部。结合区域钻井资料及前人研究成果,推断中元古代鄂尔多斯地块北缘及东缘为隆起剥蚀区,西南部为沉积区,其西南缘为被动大陆边缘,与北秦岭地体之间被宽坪洋分隔。     

青藏高原和亚洲夏季风动力学研究的新进展

亚洲夏季风环流受海陆和伊朗高原—青藏高原大地形的热力作用调控.亚洲季风所释放的巨大潜热又对大气环流形成反馈.这种相互反馈过程十分复杂,揭示其物理过程对理解气候变化格局的形成和变化以及提高天气预报及气候预测的准确率十分重要.夏季北半球副热带对流层上层环流的主要特征是存在庞大的南亚高压(SAH)以及强大的对流层上层温度暖中心(UTTM).本文介绍了温度—加热垂直梯度(T-Q_Z)理论的发展,并用以揭示SAH和UTTM的形成机制.指出沿副热带欧亚大陆东部的季风对流潜热加热及其中西部的表面感热加热和高层长波辐射冷却是导致SAH和UTTM在南亚上空发展的原因.文中还介绍了Gill模型用于上部对流层研究的局限性及解决的办法.     

Identifying geospatial services across heterogeneous taxonomies

Geospatial services with different functions are assembled together to solve complex problems. Different taxonomies are developed to categorize these services into classes. As differences in granularity and semantics exist among these taxonomies, the identification of services across different taxonomies has become a challenge. In this paper, an approach to identify geospatial services across heterogeneous taxonomies is proposed. Using formal concept analysis, existing heterogeneous taxonomies are decomposed into semantic factors and their various combinations. With these semantic factors, a super taxonomy is established to integrate the original heterogeneous taxonomies. Finally, with the super taxonomy as a cross-referencing system, geospatial services with classes in original taxonomies are identifiable across taxonomies. Experiments in service registries and a social media-based spatial-temporal analysis project are presented to illustrate the effectiveness of this approach.     

基于小波分析的抚松县降水量变化对矿泉水资源量的响应研究

大气降水是抚松县矿泉水资源的重要补给来源,探究其变化规律及极值概率对泉流量是否能够得到持续补给具有重要意义。为此,首先利用1960~2013年的降水资料和1981~2008年部分泉流量观测数据,对抚松县降水量的年内分配、年际变化和不同年代降水量均值变化进行降水特征分析;之后,运用皮尔逊Ⅲ型模型分析最大年降水量的概率分布;接着,利用1981年7月~2008年11月期间降水量和部分泉的泉流量监测数据,采用连续小波分析法对二者周期进行分析;最后,运用交叉小波变换法对同一时段内降水量和泉流量多时间尺度变化的相关性进行分析。结果表明:1960~2013年的54间,研究区内年降水量呈现周期性变化,变差系数为1.017×10-17,降水稳定,未发生异常变化。降水量和泉流量均存在约11个月的主震荡周期,二者属于同相位(即泉流量对降水量的变化产生即刻反应),降水量作为本区矿泉水补给的重要影响因素,可为矿泉水资源得到有效补给提供保证。     

专题地质填图及有关问题讨论

面积性地质调查及填图是今后地质调查的主要工作,如何做好这个工作,并实现地质调查和科研一体化,特别是在已有填图基础上,如何部署和开展新的填图工作,是一个亟待回答的新问题。专题地质填图是针对存在的重要地质或资源、环境问题,或是针对特定目标地质体等,以解决特定问题或满足社会特定需求为主要目的、填图与研究融为一体的地质填图,填图的范围和比例尺依据解决问题和目标地质体而定。专题地质填图是以问题和需求为驱动,是对已有的综合地质填图的补充和提高,是高效实现地调科研一体化的一种方式。论述了专题填图的内涵、必要性,以及开展专题填图的方式和方法。     

Simulating train moving loads in physical model testing of railway infrastructure and its numerical calibration

Ballastless high-speed railways have dynamic performances that are quite different from those of conventional ballasted railways. The essential dynamic characteristics of high-speed railways due to passing train wheels, such as the cyclic effect, moving effect, and speed effect, were put forward and discussed. A full-scale accelerated railway testing platform for ballastless high-speed railways was proposed in this study. The feasibility of the sequential loading method in simulating train moving loads, and the boundary effect of the proposed physical model of ballastless railways, was investigated using three-dimensional finite element models. A full-scale physical model, 5 m long, 15 m wide, and 6 m high, was then established according to practical engineering design methods. Using a sequential loading system composed of eight high-performance hydraulic actuators, loads of a moving train with highest speed of 360 km/h were simulated. Preliminary experimental results of vibration velocities were presented and compared with field measurements of the Wuguang high-speed railway in China. Results showed that the experimental results coincided with the field measurements, demonstrating that the full-scale accelerated railway testing platform can simulate the process of a moving train and realistically reproduce the dynamic behaviors of ballastless high-speed railways.