利用SBAS-DInSAR技术提取腾冲火山区形变时间序列

基于6景JERS-1 L波段SAR影像,利用小基线集-合成孔径雷达干涉测量技术,通过线性形变相位、非线性形变相位、大气延迟相位以及地形残差相位的分离,提取了腾冲火山地区1995—1997年间地表形变时间序列（雷达视线向）,与2003—2004年的GPS观测结果对比表明,SBAS-DInSAR技术提取地壳形变的精度可达亚厘米级。时间序列形变显示胆札-高田断裂两侧形变差异性显著,可能与其下方存在的地壳岩浆囊的活动有关。打鹰山地区地表形变揭示其下方可能存在隐伏断裂。     

水温传感器放置深度研究现状

通过调研井孔水温传感器放置情况及水温观测现状和效果,剖析了在井水温度观测中存在的问题,尤其是水温传感器放置条件(深度)对观测效果的影响问题,就水温传感器的最佳放置条件,综述近年相关研究进展,包括水温微动态特征的影响因素和成因机制的研究。     

Shaking table test and numerical simulation of a 1/2‐scale self‐centering reinforced concrete frame

Self‐centering reinforced concrete frames are developed as an alternative of traditional seismic force‐resisting systems with better seismic performance and re‐centering capability. This paper presents an experimental and computational study on the seismic performance of self‐centering reinforced concrete frames. A 1/2‐scale model of a two‐story self‐centering reinforced concrete frame model was designed and tested on the shaking table in State Key Laboratory of Disaster Reduction in Civil Engineering at Tongji University to evaluate the seismic behavior of the structure. A structural analysis model, including detailed modeling of beam–column joints, column–base joints, and prestressed tendons, was constructed in the nonlinear dynamic modeling software OpenSEES. Agreements between test results and numerical solutions indicate that the designed reinforced concrete frame has satisfactory seismic performance and self‐centering capacity subjected to earthquakes; the self‐centering structures can undergo large rocking with minor residual displacement after the earthquake excitations; the proposed analysis procedure can be applied in simulating the seismic performance of self‐centering reinforced concrete frames. To achieve a more comprehensive evaluation on the performance of self‐centering structures, research on energy dissipation devices in the system is expected. Copyright © 2015 John Wiley & Sons, Ltd.     

Experimental analysis on the impact force of viscous debris flow

A miniaturized flume experiment was carried out to measure impact forces of viscous debris flow. The flow depth (7.2–11.2 cm), velocity (2.4–5.2 m/s) and impact force were recorded during the experiment. The impact process of debris flow can be divided into three phases by analyzing the variation of impact signals and flow regime. The three phases are the sudden strong impact of the debris flow head, continuous dynamic pressure of the body and slight static pressure of the tail. The variation of impact process is consistent with the change in the flow regime. The head has strong–rapid impact pressure, which is shown as a turbulent‐type flow; the body approximates to steady laminar flow. Accordingly, the process of debris flows hitting structures was simplified to a triangle shape, ignoring the pressure of the tail. In order to study the distribution of the debris flow impact force at different depths and variation of the impact process over time, the impact signals of slurry and coarse particles were separated from the original signals using wavelet analysis. The slurry's dynamic pressure signal appears to be a smooth curve, and the peak pressure is 12–34 kPa when the debris flow head hits the sensors, which is about 1.54 ± 0.36 times the continuous dynamic pressure of the debris flow body. The limit of application of the empirical parameter α in the hydraulic formula was also noted. We introduced the power function relationship of α and the Froude number of debris flows, and proposed a universal model for calculating dynamic pressure. The impact pressure of large particles has the characteristic of randomness. The mean frequency of large particles impacting the sensor is 210 ± 50–287 ± 29 times per second, and it is 336 ± 114–490 ± 69 times per second for the debris flow head, which is greater than that in the debris flow body. Peak impact pressure of particles at different flow depths is 40–160 kPa, which is 3.2 ± 1.5 times the impact pressure of the slurry at the bottom of the flow, 3.1 ± 0.9 times the flow in the middle, and 3.3 ± 0.9 times the flow at the surface. The differences in impact frequency indicate that most of the large particles concentrate in the debris flow head, and the number of particles in the debris flow head increases with height. This research supports the study of solid–liquid two phase flow mechanisms, and helps engineering design and risk assessment in debris flow prone areas. Copyright © 2015 John Wiley & Sons, Ltd.     

地震信息传播平台综合服务分析

随着网络技术的飞速发展,已经形成了微博、微信等新兴的信息传播方式,因其传播快速和便捷的特点已成为传递信息的重要渠道。本文基于地震信息传播的特点和新兴媒介平台的优势,通过对地震信息资源的分析,提出了建立以地震监测、震害防御、应急救援为主体的地震信息发布构架。同时,借助大众新媒体传播及时快捷、立体多元、全面覆盖的信息平台,可为公众提供丰富多彩的地震信息服务。     

起伏地表条件下复杂路径初至自动拾取（英文）

初至拾取是起伏地表地震资料处理的关键环节,直接影响近地表建模的精度及静校正效果,但起伏地表资料极低的信噪比使传统的自动初至拾取算法几乎失效,而手动拾取要耗费巨大的人工和时间成本。本文研究了改进超虚干涉法,结合多道多域初至质量监控技术,实现起伏地表资料初至波自动拾取。改进超虚干涉法首次将近地表散射波纳入干涉法提高信噪比的范围,并通过折射波和散射波的线性组合使干涉法适用于起伏地表条件下任意复杂射线路径的初至波类型;提出反向干涉和多域干涉的概念,显著增强了所估计的虚源信号;使用波形反褶积滤波器较好地抑制了干涉导致的"假事件"的形成;采用多道多域初至质量监控技术,实现错误"假事件"初至的自动归位,提高了拾取初至的稳定性。本文研究的初至波自动拾取理论与技术具有突出的鲁棒性和稳定批量处理大量实际三维地震数据的能力,在中国西部山区三维地震勘探数据处理的应用效果显著,质量优于某常用商业软件。     

巴丹吉林沙漠高大沙山沉积物粒度特征及其与植被、地貌关系

沙丘形成演变是风-沉积物-其他地理因子相互反馈作用的一个动态系统过程,粒度可以揭示其中包含的部分环境信息并被广泛应用于风沙地貌研究。本文分析了巴丹吉林沙漠伊和吉格德湖高大沙山区沉积物粒度特征及其与植被、地貌形态的关系。结果表明:迎风坡中上部及中部剖面各层沉积物主粒径均一,分别为中沙、细沙;迎风坡中下部及底部剖面细沙、中沙及粗沙等不同主粒径层交替,粒配复杂,其成因与粗沙粒保护作用、风向季节变化及地质时期气候变迁等因素有关;背风坡表层沉积物以细沙为主,趋向底部粗沙、中沙及极细砂增多,说明不同粒径对风及重力作用的响应存在差异;粒度参数散点图可以区分不同部位样品,趋向迎风坡底部剖面,沙粒分选性变差,正偏、负偏及近对称沙层交替,说明风力分选作用在不同部位差异明显及存在其他外力作用;沙层粒配影响植被多样性,迎风坡中上部中沙含量高,背风坡表层中部偏上极细沙及大于2.65 Φ细沙含量突然增加,是植被影响粒配的反映;迎风坡沉积环境的差异,说明随地质时期气候变迁,沙山形成可能经历了两个重要阶段,一是早期风力和水动力交替影响、具有风成与非风成环境交替特征的基底形成时期,二是以风力作用为主的现代沙山形成时期。     

内蒙古中部地区晚古生代地层接触变质作用研究初探

内蒙古中部晚古生代地层由于中生代岩浆的侵入,部分发生接触变质,变质程度多处于沸石相或葡萄石绿纤石相。通过对典型剖面的泥质岩石中的粘土矿物、伊利石结晶度以及镜质体反射率的分析,得出以下结论：（1）粘土矿物以伊利石和绿泥石为主,只在极少数样品中有伊蒙混层和蒙脱石,多数缺乏伊绿混层;（2）伊利石结晶度为022~040;（3）镜质体反射率Ro值为15~40。其结果表明：在岩浆侵入地区有小规模的接触变质,为极低级变质带,并未发生大规模的低绿片岩相的区域变质,而且这种变质只影响到晚二叠世以前沉积的地层和油气,分布范围有限。     

大口径瓦斯抽放井施工工艺

瓦斯抽放孔要求井斜小,孔径大,下入的井管重量大。以实例介绍了使用GZ-2000型钻机在某煤矿瓦斯抽放站成功施工深400m,直径φ690mm瓦斯抽放井的施工工艺。在施工过程中采用φ216mm牙轮钻头＋满眼钻具和钟摆钻具施工先导井眼,再采用φ410mm、φ690mm组合牙轮钻头＋塔式钻具分级扩眼,使用电子多点测斜仪及时监测井斜变化,用钟摆钻具组合进行纠斜,在φ426mm管体上设置三组镶焊合金的肋骨条做成圆井器来进行圆井,在管体底部设置浮力阀,合理掏空以减少井管重量,确保了工程质量。     

An attempt to separate anthropic and natural fire signals in an archaeological context-The case of the Mousterian site Grotta Reali (Rocchetta a Volturno Molise, Central Italy)

This paper presents an image analysis method for automated quantification of charcoal total area, focusing on the charcoal fractions less than 160 μm observed on 14 pollen slides from Grotta Reali samples. Four fire signals were recorded with 4 high values in the microcharcoal concentration curve. On the basis of modern microcharcoal study, mean length/width ratio of the microcharcoal particles was applied in an archeological context as an indicator of vegetal type (wood, grass or leaves). Therefore, the 4 fire signals were separated into two types: high concentration with high length/width ratio, and high concentration with low length/width ratio. Two fire signals might be interpreted as anthropic fire based on hearth or combustion areas, as inferred from archeological remains.