灾害应急远程协同会商系统的设计与集成     

崔璟  黎涛  赵宏  何亚文 《地理信息世界》2011,(4):70-77

传统的电视电话会议,由于空间地域差异或者专业知识的限制,使信息沟通不完整,表述复杂,给会商参与者造成沟通交流障碍.在此基础上,增加分布式地理信息系统,可以使异地参会者实时协作完成各类专题地图制作,增强参会者对会商内容的快速理解,沟通更加便捷,提高会商质量.本文提出灾害应急会商中会议发起人——参会者模式的地图协同标绘应用...  相似文献   

Plant productivity, predation, and the abundance of black-tailed jackrabbits in the Chihuahuan Desert of Mexico     

L. Hernández  J.W. Laundré  K.M. GrajalesG.L. Portales  J. López-PortilloA. González-Romero  A. GarcíaJ.M. Martínez 《Journal of Arid Environments》2011,75(11):1043-1049

The abundance of black-tailed jackrabbits (Lepus californicus) can fluctuate dramatically. We used data from the Chihuahuan Desert to test the relative strength of top-down (predation) or bottom-up (food availability) limiting forces. Predictions for the top-down hypothesis were, 1) a positive relationship between coyote (Canis latrans) and jackrabbit abundance (numerical response) and 2) a positive relationship between percent occurrence of jackrabbits in coyote scats and jackrabbit abundance (functional response). Predictions for the bottom-up hypothesis were, 1) plant productivity is directly related to precipitation, 2) jackrabbit abundance is positively related to precipitation and plant productivity, and 3) changes in abundance of jackrabbits over the reproductive season will be directly related to precipitation and plant productivity. We found a limited numerical response but no functional response of coyotes to jackrabbit abundance. Forb productivity was significantly related to annual precipitation levels (r² = 0.69, p = 0.002). Grass productivity was related to annual precipitation (r² = 0.34, p = 0.028). Jackrabbit abundance (r² = 0.38, p = 0.002) and changes in abundance (r² = 0.73, p < 0.001) were significantly related to precipitation and forb and grass productivity. We conclude that precipitation levels and plant productivity affect jackrabbit abundance more than predation levels.  相似文献   

Thermal analysis of energy piles in sand     

Rajni Saggu 《Geomechanics and Geoengineering》2015,10(1):10-29

The present work investigates the behaviour of geothermal energy piles in sand subjected to thermal loading and the resulting soil-structure interaction, numerically using the finite element software Abaqus and user-defined material subroutines for soil. The stress-strain response of sand has been simulated using CASM constitutive model based on critical-state soil mechanics. Detailed parametric sensitivity studies have been carried out to understand the effects of different end conditions of the pile, relative densities of the soil, coefficients of lateral earth pressure of the ground, lengths and diameters of the pile, thermal loads, coefficients of friction at the pile-soil interface, critical-state friction angles of soil, thermal conductivity of soil, specific heat of soil and thermal conductivity of the pile on the stress response of soil, deformation of the pile and soil, and strains in the pile. The results show that negative shear stress is generated in the soil at the pile-soil interface. In the pile with both ends restrained the lateral earth pressure coefficient in soil increases due to high radial strain generation. Moreover, the lateral earth pressure coefficient in soil increases with the increase in the thermal load, the coefficient of friction at the pile-soil interface and the critical-state friction angle of the soil.  相似文献   

大回线源瞬变电磁技术在西藏山南地区探矿中的应用     

薛国强 《地质与勘探》2011,47(1):100-106

对大回线源瞬变电磁非中心点场和中心点场响应进行对比讨论,认为核函数具有相似的函数形态和函数性质,因此对于非中心点各分量也可以表示成与中心点垂直分量类似的多项式形式,采用待定系数法,完成视电阻率定义,通过模型检验认为方法可行,结果可靠.使用这一技术时西藏山南地区的帕南、努日等两个矿区进行探测,解释结果与钻探验证一致,取得...  相似文献   

高分辨湖泊沉积和孢粉记录对气候、水文变化的响应   总被引：4，自引：2，他引：2  

于革 《沉积学报》2011,29(1):118-124

通过对长江中游网湖钻孔高精度分层样品(1.5年/样品)的沉积学和孢粉学研究,试图揭示过去百年网湖在由开放到封闭体系变化中,沉积孢粉与气候、水文动力变化的过程及其相互关系.相关分析和低频滤波分析,反映出沉积物和孢粉的变化对流域降水和长江流量的敏感响应.在过去130年中的多雨洪水年份,湖泊受长江倒灌影响,沉积物以黏土细颗粒...  相似文献   

天山乌鲁木齐河源1号冰川径流对气候变化的响应分析   总被引：10，自引：6，他引：4  

焦克勤  叶柏生  韩添丁  井哲帆  杨惠安 《冰川冻土》2011,33(3):606-611

利用天山乌鲁木齐河源1号冰川1959-2006年的气象、冰川物质平衡和1980-2006年的水文资料,分析了其冰川径流的变化.结果表明:由于1996年以来的显著升温,导致了1号冰川水文点径流主要受夏季气温变化的控制,冰川物质损失对径流的补给作用已超过了降水的作用.1996-2006年与1980-1995年相比,夏季气温...  相似文献   

内蒙古阿贵庙地区地质构造演化与成矿响应探讨          下载免费PDF全文

陈喜峰彭润民  曾普胜 《中国地质》2011,38(5):1201-1211

阿贵庙地区位于狼山造山带的西段,同狼山成矿带东段的东升庙、炭窑口、霍各乞等大型-超大型铜铅锌多金属矿区具有相似的成矿地质背景和其他有利的成矿地质条件。笔者在分析区域构造地质背景的基础上,重点研究了阿贵庙地区的地质构造演化过程与成矿作用。研究结果表明:阿贵庙地区经历了古太古代基底岩石建造的形成、太古宙晚期-古元古代早期结晶基底形成和变质与变形、中元古代陆缘裂解与接受沉积-成矿、新元古代末裂陷槽闭合、晚古生代(海西期)-中生代(印支期)以来的挤压造山变形、大量岩浆上侵、地壳增生与变形的多个构造演化阶段。在不同的构造演化阶段形成不同类型的矿床:新太古代主要形成海底火山热水沉积条带状铁矿、在中元古代主要形成了与被动陆缘裂解过程相关的热水沉积硫化物矿床、晚古生代则形成与次火山岩浆热液成矿作用相关的斑岩型铜金矿床以及其他与火山岩有关的多个铜矿点。  相似文献   

青藏高原兹格塘错流域50年来湖泊水量对气候变化响应的模拟研究     

沈华东  才革 《西安地质学院学报》2011,(3):282-287

运用数值模拟建立青藏高原兹格塘错流域土壤、植被、气候等的空间和属性数据库;接着,借助分布式流域尺度水文模型（SWAT模型）,对兹格塘错1956—2006年间的流量进行模拟实验;最后,反演50年来兹格塘错流域水文过程,测试流域温度、降水和蒸发组合的敏感因子对湖泊水量变化的效应,探讨50年来湖泊水量对气候变化的响应。模拟实验的边界条件设置为自然地形、土壤、植被覆盖,其中土壤资料包括有机质含量、粒径等理化参数。模拟结果表明：兹格塘错的年平均流量为6.3m3/s,流量高峰集中在8月至10月,并且由于融雪补给的关系,3月出现另一个流量高峰;模拟结果与遥感解译所得到的结果吻合较好。敏感实验表明：兹格塘错流域内温度、降水和蒸发组合的敏感因子实验具有高原特征,即高原湖泊的水文过程和湖泊流量变化有着较为敏感的响应关系;兹格塘错流量受降水的影响最大,随着降水的增加,流量有所增加;在温度升高的情况下,流域蒸发量增加速度大,兹格塘错流量增加的效应不明显,而在冷湿模式下,流域蒸发量降低,兹格塘错流量增加显著。  相似文献   

Influence of the mean period of ground motion on the inelastic dynamic response of single and multi degree of freedom systems   总被引：1，自引：0，他引：1  

M. Kumar  J. M. Castro  P. J. Stafford  A. Y. Elghazouli 《地震工程与结构动力学》2011,40(3):237-256

This paper focuses on examining the effects of frequency content of the ground motion on the inelastic demands imposed on both single degree of freedom (SDF) and multi degree of freedom (MDF) steel‐framed systems. A detailed literature review is conducted to identify the indicator that best represents the frequency content of ground motion. The mean period (T_m) of ground motion is selected owing to its ability to distinguish between various spectral shapes of ground motion, and its relationship with magnitude, distance and site characteristics. Inelastic displacement demands on SDF systems for target ductility levels are first studied in the light of T_m, using a suite of 128 ground motion records. The study is then extended to MDF systems with the help of incremental dynamic analysis by employing the same ground motion ensemble to assess the influence of T_m on various engineering demand parameters. The results obtained indicate that, for SDF systems, the amplification of displacements occurs when the period ratio between elastic period (T_e) and T_m is lower than unity. For MDF systems, the results demonstrate that the influence of higher modes on the base shear and maximum storey drift profile becomes more pronounced, as T_m approaches the higher mode periods of the structure. These observations, for both SDF and MDF systems, tend to be more evident for higher levels of inelasticity. The significance of the results, with particular reference to European seismic design procedures, is highlighted. Copyright © 2010 John Wiley & Sons, Ltd.  相似文献   

System identification of a building from multiple seismic records     

Hasan S. Ulusoy  Maria Q. Feng  Paul J. Fanning 《地震工程与结构动力学》2011,40(6):661-674

This paper describes the identification of finite dimensional, linear, time‐invariant models of a 4‐story building in the state space representation using multiple data sets of earthquake response. The building, instrumented with 31 accelerometers, is located on the University of California, Irvine campus. Multiple data sets, recorded during the 2005 Yucaipa, 2005 San Clemente, 2008 Chino Hills and 2009 Inglewood earthquakes, are used for identification and validation. Considering the response of the building as the output and the ground motion as the input, the state space models that represent the underlying dynamics of the building in the discrete‐time domain corresponding to each data set are identified. The time‐domain Eigensystem Realization Algorithm with the Observer/Kalman filter identification procedure are adopted in this paper, and the modal parameters of the identified models are consistently determined by constructing stabilization diagrams. The four state space models identified demonstrate that the response of the building is amplitude dependent with the response frequency and damping, being dependent on the magnitude of ground excitation. The practical application of this finding is that the consistency of this building response to future earthquakes can be quickly assessed, within the range of ground excitations considered (0.005g–0.074g), for consistency with prior response—this assessment of consistent response is discussed and demonstrated with reference to the four earthquake events considered in this study. Inclusion of data sets relating to future earthquakes will enable the findings to be extended to a wider range of ground excitation magnitudes. Copyright © 2010 John Wiley & Sons, Ltd.  相似文献