Recent expansion of talus slopes in the northern Taihang Mountain Range,China: an example from the Xiaowutai Region

Landslides - Talus slopes play an important role in landscape evolution in some mid-altitude mountains. In this study, we analyzed talus slope activity on Xiaowutai Mountain in the Northern Taihang...     

Numerical simulation and evaluation of the fracturing and tight gas production with a new dimensionless fracture conductivity (FCD) model

Hydraulic fracturing is an essential technology for the development of unconventional resources such as tight gas. The evaluation of the fracture performance and productivity is important for the design of fracturing operations. However, the traditional dimensionless fracture conductivity is too simple to be applied in real fracturing operations. In this work, we proposed a new model of dimensionless fracture conductivity (F_CD), which considers the irregular fracture geometry, proppant position and concentration. It was based on the numerical study of the multistage hydraulic fracturing and production in a tight gas horizontal well of the North German Basin. A self-developed full 3D hydraulic fracturing model, FLAC3D^plus, was combined with a sensitive/reliability analysis and robust design optimization tool optiSLang and reservoir simulator TMVOCMP to achieve an automatic history matching as well as simulation of the gas production. With this tool chain, the four fracturing stages were history matched. The simulation results show that all four fractures have different geometry and proppant distribution, which is mainly due to different stress states and injection schedule. The position and concentration of the proppant play important roles for the later production, which is not considered in the traditional dimensionless fracture conductivity F_CD. In comparison, the newly proposed formulation of F_CD could predict the productivity more accurately and is better for the posttreatment evaluation.

     

Horizontal dynamic stiffness of pile groups: Approximate expressions

A number of solutions and computer programs are already available to determine the dynamic stiffness of complete pile foundations, assuming linear elastic soil behavior and perfect bonding between the piles and the surrounding soil. These are assumptions that would be generally valid for properly designed machine foundations where very small strains should be expected. A number of approximate formulations have also been developed. Among these the most commonly used one is that proposed by Poulos (1971) [12] for the static case, computing interaction coefficients between the heads of two piles considered by themselves, then forming a matrix of these coefficients to obtain the interaction between the heads of all the piles in the group. Additional approximations have been suggested, particularly for the computation of the interaction coefficients, using closed form expressions. In this paper, approximate expressions that can be used for preliminary estimates, at the very early stages of the design, without the need of computers, are presented. They are intended for pile groups with pile spacing of the order of 3 diameters, typical relations between the modulus of elasticity of the piles and that of the soil between 100 and 1000, and very small amplitude vibrations.     

二维全球气候模式的发展——由对流层向平流层的扩展

采用Arakawa的σ-p混合坐标，将李维亮等人发展的一个二维全球原始方程模式由对流层扩展到平流层中层(10 hPa)。垂直分层采用等lnp方案。发展后的模式不仅在计算上具有很好的稳定性，而且能较好地模拟平均温度场、平均纬向风场和平均经向风场及其季节性变化。同时，在模式对流层之上加上平流层后改善了对流层上层环流的模拟。     

Induced seismicity at wujiangdu reservoir,China: a case induced in the karst area

To date 19 cases of reservoir-induced seismicity have been acknowledged in China and 15 of them are associated with karst. The Wujiangdu case is a typical one induced in the karst area. The dam with a height of 165 m is the highest built in a karst area in China. Seismic activity has been successively induced in five reservoir segments seven months after the impoundment in 1979. A temporary seismic network consisting of 8 stations was set up in one of the segments some 40 km upstream from the dam. The results indicate that epicenters were distributed along the immediate banks, composed of karstified carbonate, and focal depths were only several hundred meters. Most of the focal mechanisms were of thrust and normal faulting. It is suggested that karst may be an important factor in inducing seismicity. It can provide an hydraulic connection to change the saturation and pressure and also weak planes for dislocation to induce seismicity.     

大同盆地内砂板梁上断裂新活动及其力学实验模拟

通过野外实地考察、野外现场力学实验及室内力学实验模拟断裂的新活动，来研究砂板梁新隆起的活动构造特征和类型。旨在从实验模拟与野外实践相结合的基础上，对活动构造，特别是对断裂新活动在第四纪松散沉积层中特殊的表现形式进行研究，寻找第四纪松散沉积层中断裂新活动的有效识别标志，这是准确判定断裂新活动的关键，对工程地质评价及区域性地震危险性分析有很好的实用价值     

浙江晚中生代雁荡山地貌成因及其与火山构造协同性演化规律

浙江雁荡山是东南沿海一座典型的晚中生代破火山，以发育丰富的白垩纪流纹质火山岩地貌为特色，主要包括火山岩相剖面和火山岩地貌两种类型地质遗迹。本次通过详细的野外地质调查、岩石学研究及遥感图像分析，进一步将其中火山岩相剖面划分为溢流相、基底涌流相、火山碎屑流相、空落相剖面地质遗迹四小类；火山岩地貌分为叠嶂、锐峰和岩洞地貌地质遗迹三小类，并综合分析了其分布规律与成因演化过程。研究表明这些地质遗迹的分布和演化明显受到火山构造与火山岩相的控制。另外，研究区显著发育3级夷平面，反映其至少经历过3期隆升- 剥蚀事件，是太平洋板块、菲律宾海板块与欧亚大陆板块相互作用的动力学过程及印度板块碰撞远程效应的综合影响结果，同时其也是研究流纹质火山岩地貌成因与演化过程的理想基地。     

榴辉岩中绿辉石的测定方法研究

通过对某地榴辉岩中伴生的有用矿物的纯矿物物质组成的研究,发现Ｎａ可作为其中绿辉石的特征性成分,且Ｎａ２Ｏ含量与其纯度呈正相关。因此,推荐用测定Ｎａ２Ｏ量并以求得的换算系数计算榴辉岩中绿辉石含量的化学物相分析方法。经合成样品验证,方法的相对误差＜１．７％,用于生产样品分析,所得结果的重现性好,平均偏差＜０．５％。     

市容环卫数字化管理平台设计与实现

随着城市的快速发展以及城市规模的不断扩大,大量人口涌入城市,导致市容环境不断恶化的同时,也为市容环境的管理带来了新挑战.利用地理信息系统(GIS)、连续运行卫星定位服务参考站(CORS)高精度定位、无线通信等先进技术,结合城市管理对象精确定位的万米单元网格法,开发了市容环卫数字化管理平台,实现市容环境案件管理、部件管理以及行政处罚管理等功能,让城市管理从粗放到精细、从静态到动态、从开环到闭环、从分散到集中的转变,全面提高市容环境管理水平.     

基于PostGIS的遥感数据服务系统检索研究

在遥感数据服务系统中,为了快速高效地检索出用户需要的遥感数据信息,常使用PostgreSQL开源数据库的空间数据扩展PostGIS,模拟遥感数据服务系统的使用场景.从建立数据库索引、构建查询语句等方面入手,分析并设计了更高效、更适合遥感数据服务系统的数据库索引建立策略,证明了在遥感数据服务系统中,同时建立GIST空间索引和非空间属性索引更有效.