Exhumation of high-pressure rocks of the Kokchetav massif: facts and models   总被引：1，自引：0，他引：1  

N.L. Dobretsov  V.S. Shatsky 《Lithos》2004,78(3):307-318

The exhumation of ultrahigh-pressure (UHP) metamorphic units from depths more than 100-120 km is one of the most intriguing questions in modern petrology and geodynamics. We use the diamondiferous Kumdy-Kol domain in the Kokchetav Massif to show that exhumation models should take into consideration initially high uplift velocities (from 20 down to 6 cm/year) and the absence of the deformation of UHP assemblages. The high rate of exhumation are indicated by ion microprobe (SHRIMP) dating of zircons from diamondiferous rocks and supported by the low degree of nitrogen aggregation in metamorphic diamonds.Diamondiferous rocks in the Kumdy-Kol domain occur as steeply dipping (60°-80°) thin slices (few hundred metres) within granite-gneiss. Using geological, petrological and isotopic-geochemical data, we show that partial melting of diamondiferous metamorphic rocks occurred; a very important factor which has not been taken into account in previous models.Deformation of diamondiferous rocks at Kumdy-Kol is insignificant; diamond inclusions in garnet are often intergrown with mica crystals carrying no traces of deformation. All these facts could be explained by partial melting of metapelites and granitic rocks in the Kumdy-Kol domain. The presence of melt is responsible for an essential reduction of viscosity and a density difference (Δρ) between crustal rocks and mantle material and reduced friction between the upwelling crustal block, the subducting and overriding plates. Besides Δρ, the exhumation rate seems to depend on internal pressure in the subducting continental crustal block which can be regarded as a viscous layer between subducting continental lithosphere and surrounding mantle.We construct different models for the three stages of exhumation: a model similar to “corner flow” for the first superfast exhumation stage, an intermediate stage of extension (most important from structural point of view) and a very low rate of exhumation in final diapir+erosional uplift.  相似文献   

基于等高线的DEM生成算法研究和实现   总被引：5，自引：0，他引：5  

刘锦中  马辉 《现代测绘》2004,27(3):34-35,48

数字高程模型是近年来发展起来的为地理信息系统提供空间分析和辅助决策的数据基础。随着科学技术特别是计算机技术的迅速发展，DEM在数据获取方法、数据存储和数据处理速度等方面已经取得突破性进展。通过系统介绍生成DTM过程中等高线的离散化方法，DELAUNAY三角网的特性和基于等高线数据的TIN的建立，以及对产生的问题的一些解决方法。  相似文献   

Model identification for hydrological forecasting under uncertainty   总被引：2，自引：2，他引：2  

Thorsten Wagener  Hoshin V. Gupta 《Stochastic Environmental Research and Risk Assessment (SERRA)》2005,19(6):378-387

Methods for the identification of models for hydrological forecasting have to consider the specific nature of these models and the uncertainties present in the modeling process. Current approaches fail to fully incorporate these two aspects. In this paper we review the nature of hydrological models and the consequences of this nature for the task of model identification. We then continue to discuss the history (“The need for more POWER‘’), the current state (“Learning from other fields”) and the future (“Towards a general framework”) of model identification. The discussion closes with a list of desirable features for an identification framework under uncertainty and open research questions in need of answers before such a framework can be implemented.  相似文献   

FBX三维模型自动转换为OBJ三维模型方法研究     

闻平  王冲  吴小东  桂林 《测绘与空间地理信息》2016,(1):113-115

本文研究实现了一种FBX三维模型自动转换为OBJ三维模型的方法,包括几何信息和材质信息的自动转换,所述方法包括获取数据、几何信息处理、材质信息处理、OBJ格式输出和材质库文件输出等步骤。  相似文献   

四川地形谱特征及中尺度模式水平网格分辨率选取   总被引：1，自引：0，他引：1       下载免费PDF全文

黄永杰  崔晓鹏 《Acta Meteorologica Sinica》2016,74(1):114-126

四川地形复杂多样,暴雨频发,常诱发山洪、泥石流等灾害。在利用中尺度模式对复杂地形区域的暴雨进行研究时,模式水平分辨率的选取缺乏定量依据。为了揭示四川地形的复杂特征和给中尺度模式水平网格分辨率的选取提供定量依据,利用二维离散余弦变换,对四川地形高度场和暴雨分布场进行谱分解,根据暴雨分布特征分区讨论了四川盆地地形特征,同时利用地形谱方差和数值试验定量讨论了数值模式水平分辨率的选取问题,得到主要结论有:(1)二维离散余弦变换能较好地表现出研究区域各向异性的复杂特征;(2)雅安地区和四川盆地西北部的地形谱与降水谱有较好的同相关系,盆地东北部和盆地中部的地形谱与降水谱在波长较大处出现反相关系;(3)针对某个区域的地形特征,可以通过计算模式能分辨的地形方差与总地形方差的比值来确定合适的中尺度模式水平网格分辨率。  相似文献   

一种天绘一号卫星影像精确定位方法     

周欣  王海岩  杨国鹏 《测绘科学》2016,41(11):5-9,129

针对如何最大程度地减小天绘一号卫星RPC模型系统误差,真实反映像方坐标与物方坐标关系的问题,该文介绍了天绘一号卫星的基本情况及相应的RPC参数模型,给出了求解RPC参数的基本方法和流程。结合天绘一号卫星采用等效框幅式光束法平差进行无控定位的特点,利用平差后计算得到的加密点坐标,提出了一种基于像点仿射变换的RPC模型区域网平差方法,并进行了RPC参数修正。经天绘一号卫星精度检测实验表明,修正后的RPC参数能有效地弥补系统性误差,具有更高的定位精度。  相似文献   

Axial friction response of full-scale pipes in soft clays     

《Applied Ocean Research》2016

The axial friction response of subsea pipelines in soft clays is a very important aspect for designers of subsea pipelines but the response is not well understood so far. There is a pressing need for the comprehension of the response. In this paper, model tests are performed using full-scale pipes coated with polyethylene (PE) to study the effects of the set-up period, the pipe diameter, the buried depth of the pipe, the shear strength of soft clays and the loading rate on the axial friction response of pipelines in soft clays. The variations of the axial friction coefficient are analyzed using the effective stress method based on model test results. The results show that the axial friction resistance increases with the increasing pipe diameter but the effect of the pipe diameter on the axial friction coefficient can be neglected. The ultimate axial resistance also increases with the increase of the buried depth of pipelines, the undrained shear strength of soft clays and the loading rate. The axial friction coefficient increases with the increasing loading rate. However, the axial friction coefficient decreases with the increasing buried depth. The method to determine the axial friction coefficient is developed by analyzing model test results, which considers the effects of the diameter, the buried depth, the undrained shear strength of soft clays and the loading rate. The study results not only extend the industry data base but also supply a basis to determine the axial friction coefficient of PE-coated pipes in soft clays for ocean engineering geological investigations.  相似文献   

Large scale three-dimensional seepage analysis model test and numerical simulation research on undersea tunnel     

《Applied Ocean Research》2016

During the construction process of Qingdao Jiaozhou Bay Undersea Tunnel, the faults and other unfavorable geological discontinuities were often encountered. To study the water inrush mechanism in the faults, both physical model test and numerical analysis were carried out. The results of crown displacement and hydraulic pressure of the monitoring sections in the physical model and numerical model were analyzed in this paper. It was found that the displacement and hydraulic pressure in the process of tunnel construction are often interacted as both cause and effect, and the lower of hydraulic pressure is often accompanied with the growth of its displacement. The changing of the excavation disturbed zone during the excavation in the undersea tunnel was also studied. The results show that the excavation disturbed zone in fault is larger than that in surrounding rock mass, and the excavation disturbance effects in the filling type fault are both transient and persistent. When the displacement and hydraulic pressure in the undersea tunnel change sharply during excavation, there are relatively slow and continuous change trend of the displacement and hydraulic pressure. For practical purposes, to prevent water inrush in the undersea tunnel, more attentions should also be paid to the undersea tunnel after excavation.  相似文献   

异龙湖流域湿地生态系统健康评价   总被引：3，自引：1，他引：2  

刘培  常凤琴  吴红宝  路志明  朱梦姝  李楠 《湿地科学与管理》2016,(3):28-32

湿地生态系统健康状况评价为湿地资源的合理开发、生态系统的维护提供了重要的借鉴。在充分了解异龙湖流域湿地资源环境的基础上,结合湖泊湿地生态系统的概念及内涵,采用PSR(压力-状态-响应)框架模型和生态系统健康指数计算方法对研究区湿地生态系统健康状况进行评价。结果表明:(1)异龙湖流域湿地生态系统健康评价综合分值(Y)为2.8494,处于[2,3]之间,属于脆弱状态;(2)从三大指标状况来看,压力指标(P)、状态指标(S)和响应指标(R)在评价等级中的得分及表现情况分别为0.7368(脆弱状态)、1.1620(亚健康状态)和0.9506(亚健康状态);(3)人口密度、人类活动强度、单位面积化肥和农药负荷、水土流失强度、湖泊水富营养化、人们的环保意识等指标是影响流域内湿地生态系统健康状况的关键因素,人为因素占主导地位。  相似文献   

A new assessment model for evacuation vulnerability in urban areas     

Xiaoyi Ma  Ci Song  Chenghu Zhou 《International journal of geographical information science》2016,30(12):2401-2420

In the high-speed urbanization process of China, the urban population has been increasing significantly, leading to a high-density aggregation of population. However, the sharp increase in population density has not produced commensurate improvements in the road networks. On the contrary, the population increase induced a serious evacuation vulnerability, which cities experience during various hazards and catastrophic events. Therefore, research on evacuation vulnerability is important to urban planning. To assess the evacuation vulnerability, the optimal and worst scenarios should be considered because all possible evacuation plans occur between these extremes. However, most previous evacuation vulnerability studies are based on the worst-case scenario, only providing an upper bound of a potential evacuation assessment. To provide a more comprehensive theoretical basis for decision-makers to understand the consequences caused by all possible evacuations, this paper proposes an optimal evacuation vulnerability assessment model that provides the lower bound on potential evacuation difficulties. The model is solved by a stepwise spreading algorithm based on Graph Theory. Subsequently, to evaluate the effectiveness of the model, the study adopts the model to assess the evacuation capability of different road network topologies. A comparison with previous research was performed. The model was demonstrated in an application to the South Luogu Alley of Beijing, China. The significance of this paper is that the combination of our model with previous research may provide a more complete theoretical basis for an evacuation vulnerability assessment.  相似文献