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31.
在高分辨率机载干涉SAR成像处理过程中,由于载机飞行过程中偏离理想轨迹,需要高精度的惯导系统和GPS系统记录载机的运动轨迹并进行运动补偿。然而,由于目前传感器导航精度的限制,在完成运动补偿处理后仍然存在轨道误差,从而影响干涉相位的精度,本文提出了一种机载双极化InSAR轨道误差去除方法。该方法利用小波多尺度分析对不同极化方式差分干涉相位进行多尺度分解,减弱地形误差相位、噪声相位对轨道误差的干扰,然后根据不同极化方式轨道误差的高度相关性,对相位进行降权改正,得到轨道误差改正后的差分干涉相位。为验证该方法的可靠性,分别采用模拟数据和E-SAR P波段双极化数据进行实验分析,结果表明原始差分干涉图中的轨道误差剔除明显,利用P波段获得的校正干涉图生成数字高程模型(DEM),轨道误差改正前后获取的DEM与LiDAR值的均方根误差(RMSE)分别为6.02 m和1.68 m,提高了InSAR测高精度。本研究为机载InSAR轨道误差补偿提供了一种新的思路。  相似文献   
32.
利用ERA-Interim资料,采用改进的变形欧拉平均方法对1979—2011年剩余环流季节内时空结构转换及其演变特征进行了分析。结果表明:(1)150 hPa附近4—8月剩余环流上升中心发生了整体向北移动的趋势,而9月至次年2月则表现为整体向南的移动,并且6—8月和9—11月的移动较为明显,分别向北和向南移动了3.168°和2.277°。(2)对流层内的剩余质量输送显著增强,但是热带环流上升区以及穿越对流层顶进入平流层的输送存在着减弱的趋势。(3)两半球高纬度100 hPa附近从最低平流层向下输送的质量通量以及热带对流层顶附近向上输送的质量通量在各季节年代际变化中基本都是减弱的,仅在6—8月和9—11月北半球向下质量通量出现了增强。  相似文献   
33.
SPLITTING OF CALIBRATION DATA BY CLUSTER ANALYSIS   总被引:1,自引:0,他引:1  
from eorresponding valuesof x.The most eommon aPProaeh to this Problem 15 linear regression(or ealibration),but1 inear methods are usually best suited for quite limited regions alld are not generallyaPPlieable.If a linear fit 15 not satisfactory,alternative aPProaehes are non一linear regression,non一Parametrie regression,transformations and sPlitting of the data into subgrouPs  相似文献   
34.
本文针对地震勘探深度域偏移速度建模研究,利用角度域共成像点道集(ADCIGS)建立了以剩余速度为自变量,剩余深度为目标函数的关系式,及目标函数的梯度公式.利用导出的两个公式分别对剩余深度与剩余速度的关系进行了定量分析.通过理论分析和模型试算证明初始速度模型的误差具有方向敏感性,即正误差较负误差对速度建模迭代收敛更敏感.利用此结论进行深度域速度建模既可以提高计算效率也可以提高建模精度.  相似文献   
35.
This paper introduces and evaluates a methodology for the aftershock seismic assessment of buildings taking explicitly into account residual drift demands after the mainshock (i.e., postmainshock residual interstory drifts, RIDRo). The methodology is applied to a testbed four‐story steel moment‐resisting building designed with modern seismic design provisions when subjected to a set of near‐fault mainshock–aftershock seismic sequences that induce five levels of RIDRo. Once the postmainshock residual drift is induced to the building model, a postmainshock incremental dynamic analysis is performed under each aftershock to obtain its collapse capacity and its capacity associated to demolition (i.e., the capacity to reach or exceed a 2% residual drift). The effect of additional sources of stiffness and strength (i.e., interior gravity frames and slab contribution) and the polarity of the aftershocks are examined in this study. Results of this investigation show that the collapse potential under aftershocks strongly depends on the modeling approach (i.e., the aftershock collapse potential is modified when additional sources of lateral stiffness and strength are included in the analytical model). Furthermore, it is demonstrated that the aftershock capacity associated to demolition (i.e., the aftershock collapse capacity associated to a residual interstory drift that leads to an imminent demolition) is lower than that of the aftershock collapse capacity, which mean that this parameter should be a better measure of the building residual capacity against aftershocks. Copyright © 2014 John Wiley & Sons, Ltd.  相似文献   
36.
On September 19 and 20, 1985, two strong subduction interface earthquakes struck Mexico City leading to a large stock of damaged, or even collapsed, reinforced concrete (RC) building structures located in soft soil sites of the former lake-bed zone. The aim of this study is to gain further understanding on the effects of soft-soil seismic sequences on the seismic response of RC framed-buildings. This investigation employed artificial sequences since only two real sequences were gathered during the 1985 earthquakes. The nonlinear response, in terms of peak and residual lateral inter-story drift demands of four RC buildings having 4, 8, 12, and 16 stories, was evaluated. Results show that the relationship of the damaged period of the building (i.e. period of the building after the mainshock) to the predominant period of the aftershock, which is a measure of its frequency content, has a significant impact in the building response.  相似文献   
37.
In the water flooding of mixed-wet porous media, oil may drain down to relatively low residual oil saturations (Sor). Various studies have indicated that such low saturations can only be reached when oil layers in pore corners are included in the pore-scale modelling. These processes within a macroscopic porous medium can be modelled at the pore-scale by incorporating the fundamental physics of capillary dominated displacement within idealised pore network models. Recently, the authors have developed thermodynamic criteria for oil layer existence in pores with non-uniform wettability which takes as input geometrically and topologically representative networks, to calculate realistic Sor values for mixed-wet and oil-wet sandstones [16, 21]. This previous work is developed in this paper to include (i) the visualisation of the 3D structure of this residual oil, and (ii) a statistical analysis of this “residual/remaining” oil. Both the visualisation and the statistical analysis are done under a wide range of wettability conditions, which is reported for the first time in this paper.The structure of residual oil for strongly water wet systems is well known (where residual = remaining oil) and our model agrees with this but this structure changes radically for mixed wet systems (where residual  remaining) and this has not yet been visualised experimentally. We find that for more water-wet systems high final residual oil saturations are reached at relatively small amounts of water injected and this oil is present in the pores as bulk oil. On the other hand, for more oil-wet systems we find a slow decrease of the amount of remaining oil with increasing amounts of injected water. During the process, the remaining connectivity of the oil phase is increasingly provided by oil layers only, hence the slow drainage. The final residual oil saturation, only reached in the theoretical limit of an infinite amount of injected water, is almost entirely contained in large number of (relatively low volume) oil layers, which are present in pores of most radius sizes.  相似文献   
38.
宁夏及邻区地震震源衰减模型及震源参数研究   总被引:1,自引:0,他引:1  
选取2003年1月至2011年12月宁夏及邻区发生的201个ML2.0以上地震事件进行反演, 用经验格林函数计算得到本区地震震源谱衰减模型。 在已知非弹性衰减系数和场地响应的条件下, 计算得到震源谱并研究了近震震级与拐角频率、 地震矩、 震源破裂半径及应力降之间的关系。 详细分析了震源参数误差大小及各种误差影响因素。 对剩余应力降时空演化特征分析研究结果表明: 高剩余应力降集中分布在宁夏北部宁蒙交界地区、 低剩余应力降分布在宁夏中部同心、 中卫一带, 银川盆地中南部的吴灵地区和宁夏南部海原断裂带中东段剩余应力降变化较为明显, 在时间分布上这两个区域剩余应力降在中强地震前均有降低—增强的趋势。  相似文献   
39.
YRY-4型钻孔应变观测抽水影响分析   总被引:1,自引:1,他引:0  
分析泰安基准地震台YRY-4型钻孔应变仪仪器受不同位置抽水的影响,就地下岩石含水变化所产生的地形变干扰,简要分析地下水与地下岩石间的相互作用。这对地震前兆的研究有重要实用意义。  相似文献   
40.
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