CRInSAR与PSInSAR融合探测地表线性变形速率     

邢学敏  贺跃光  闻德保  周访滨 《大地测量与地球动力学》2015,35(3):464-468

提出利用CRInSAR与PSInSAR融合解算地表变形参数的算法。将CR点上获取的线性变形速率与高程改正结果作为PS基线网络的起算数据,依据最小二乘原理求解PS点上待求线性变形速率与高程改正值的最优解。这一算法可融合PSInSAR与CRInSAR两种算法的优势,起到很好的互补作用。实验显示,这一算法获取的线性变形速率精度可达±0.37 mm/a,高程改正值精度可达±0.5 m,证实该算法在实际地表变形监测中具备可行性。  相似文献   

曲靖非相干散射雷达功率剖面的初步观测与分析   总被引：5，自引：1，他引：4       下载免费PDF全文

丁宗华  鱼浪  代连东  许正文  吴健 《地球物理学报》2014,57(11):3564-3569

介绍了非相干散射雷达功率剖面与电离层电子密度剖面之间的关系,给出了曲靖非相干散射雷达功率剖面的一些观测结果,结合电离层垂直探测数据,初步介绍了曲靖非相干散射雷达在夜间电离层波状扰动、低纬电离层异常区北驼峰位置、电离层电子密度日落增强和暴时变化等观测研究中的应用.本文结果丰富了对我国曲靖地区电离层空间天气特性的认识,显示了该雷达在我国低纬电离层空间天气观测研究中的良好应用前景.  相似文献   

Evaluation of a recently proposed record selection and scaling procedure for low‐rise to mid‐rise reinforced concrete buildings and its use for probabilistic risk assessment studies          下载免费PDF全文

Bekir Özer Ay  Sinan Akkar 《地震工程与结构动力学》2014,43(6):889-908

This paper evaluates a recent record selection and scaling procedure of the authors that can determine the probabilistic structural response of buildings behaving either in the elastic or post‐elastic range. This feature marks a significant strength on the procedure as the probabilistic structural response distribution conveys important information on probability‐based damage assessment. The paper presents case studies that show the utilization of the proposed record selection and scaling procedure as a tool for the estimation of damage states and derivation of site‐specific and region‐specific fragility functions. The method can be used to describe exceedance probabilities of damage limits under a certain target hazard level with known annual exceedance rate (via probabilistic seismic hazard assessment). Thus, the resulting fragility models can relate the seismicity of the region (or a site) with the resulting building performance in a more accurate manner. Under this context, this simple and computationally efficient record selection and scaling procedure can be benefitted significantly by probability‐based risk assessment methods that have started to be considered as indispensable for developing robust earthquake loss models. Copyright © 2013 John Wiley & Sons, Ltd.  相似文献   

基于PSInSAR技术的长白山天池火山形变监测          下载免费PDF全文

唐攀攀  单新建  王长林 《地震地质》2014,36(1):177-185

将PSInSAR技术引入长白山天池火山的形变监测,获取了1992—1998年和2007—2010年2个时段的火山形变信息。结果显示:天池火山在这2个时段内整体抬升,1992—1998年火山较为活跃,雷达视线向平均形变速率为6mm/a,2007—2010年火山活动趋于平缓,雷达视线向平均形变速率为3mm/a;结合水准和GPS数据分析,发现火山口区域地表抬升明显,远离火山口处较为稳定。文中PSInSAR结果与水准数据能较好地吻合,且在空间上有较大覆盖范围,能更直观地反映火山地表的形变特征。  相似文献   

Modelling palaeosol preservation in aeolian dunes          下载免费PDF全文

Matt W. Telfer 《地球表面变化过程与地形》2014,39(15):2016-2026

In some of the world's desert and desert‐marginal areas (e.g. Simpson/Strzelecki, Australia) dunefields preserve well‐developed palaeosols, whereas in other regions with broadly similar climatic regimes and topography (e.g. southwest Kalahari), the dunes are characterized by very poorly developed internal stratigraphy. It has been postulated that dunes such as those in the Kalahari may never have had conditions conducive to soil formation, or that soils once formed but any evidence of palaeosols has been lost due to reworking. This study develops and applies a one‐dimensional numerical model to simulate dune development, soil formation and soil preservation. Variables in the model allowed experimentation on the influence of sediment supply, the time taken for soil to form, and the additional resistance to erosion offered by the soil. Reduced sediment supply plays a vital role in landscape development during periods of initial pedogenesis. Although re‐exhumed palaeosols influence sediment supply, the effect is minimal. Although under almost all parameterized conditions more than half (and up to 80‐90%) of those soils initially formed are lost due to reworking, evidence of their past formation remains in the large majority of profiles, and the dominant factor in controlling the preservation of palaeosols is the frequency of their formation. The implication is that where dunes are found without palaeosols, the most likely (albeit not certain) inference is that they have never formed. Counter‐intuitively, the limited sediment supply means their additional resistance to erosion becomes almost inconsequential to their preservation, at least until the unit approaches complete invulnerability. Short chronostratigraphic hiatuses around palaeosols are normal, and although long gaps can occur, they are extremely infrequent. Where such gaps are observed in field studies, external forcing factors (e.g. climatic or environmental changes) are implied, as they are highly unlikely to result from stochastic net preservation. Copyright © 2014 John Wiley & Sons, Ltd.  相似文献   

Development of an operational rainfall data quality-control scheme based on radar-raingauge co-kriging analysis   总被引：1，自引：0，他引：1  

H.Y. Yeung  C. Man  S.T. Chan  A. Seed 《水文科学杂志》2014,59(7):1293-1307

Abstract

Automatic raingauge data often serve as an important input to hydrological and weather warning operations. They are not only fundamental in quantitative rainfall analysis, but also act as the ground truth in warning operation and forecast validation. Quality control is required before the data can be used quantitatively due to systematic and random errors. Extremely large random errors and unreasonably small or false zero values can hamper effective monitoring of heavy rain. Yet both are difficult to detect in real-time by objective means. In an attempt to address these problems, a rainfall data quality-control scheme based on radar-raingauge co-kriging analysis was developed. The important threshold values required in the data quality control of 60-min raingauge rainfall were determined from a detailed analysis of the distributions of rainfall residuals defined as the arithmetic difference and the logarithm of the ratio between a raingauge measurement and its co-kriging estimate. The scheme has been developed and is in real-time use in Hong Kong, a coastal city of about 1100 km² area with more than 150 raingauges installed. Geographically, it is located in the subtropics and dominated by heavy convective rainfall in the summer. As a basis of the quality-control scheme, the co-kriging rainfall analysis was shown through a verification exercise to be superior to those obtained by the Barnes analysis and ordinary kriging of raingauge data. The performance of the quality-control algorithm was assessed using selected cases and controlled tests, and was found to be satisfactory, with a high error detection rate for the two targeted types of error. Limitations and operational issues identified during a real-time trial of the quality-control scheme are also discussed.