高光谱成像遥感载荷技术的现状与发展

高光谱成像技术可同时获取地物的几何、辐射和光谱信息,集相机、辐射计和光谱仪能力于一体,相比光学空间二维成像,可对地物进行空间和光谱三维成像,在一定的空间分辨率下,获取宽谱段范围内地物独特的连续特征光谱,对地物的精细分类和识别具有突出的优势,目前已成为对地遥感的重要前沿技术手段,在自然资源调查、生态环境监测、农林牧渔、海洋与海岸带监测等领域发挥着越来越重要的作用。随着高光谱遥感应用的深入研究,对高光谱成像遥感仪器的光谱范围、幅宽、光谱分辨率、空间分辨率、时间分辨率与定标精度等指标提出了新的要求。同时满足这些相互制约的参数指标,是国内外高光谱载荷研制中一直难以突破的技术难点。本文主要对国内外的高光谱成像遥感载荷技术进行了综述,介绍了国内外典型的机载、星载高光谱成像遥感仪器,以及近年来发射、正在研制和计划发展的星载高光谱成像载荷,并分析了这些载荷的技术方案、性能指标和应用效果;介绍了声光调谐（AOTF）、液晶调谐（LCTF）、法布里—珀罗调谐（FPTF）,渐变式（LVF）和阶跃式（ISF）光楔滤光片,压缩感知光谱成像等新型分光技术,并分析了它们各自的技术优缺点以及应用于高光谱成像的可行性和现状;最后展望了高光谱成像载荷技术的发展趋势。     

太白山树木年轮宽度资料对过去生态气候要素的重建

采用太白山高山林线附近的太白落叶松树木年轮资料,按照树木年轮学要求和方法进行前期处理、交叉定年,建立树轮宽度指数序列.基于气候要素影响当年和次年树木生长的原理,利用多元回归技术探讨了树轮宽度指数与生态气候要素--温暖指数之间的相关关系,重建了太白山地区近3∞年的温暖指数.结果表明:1745～1765年、1845～1855年、1880～1900年以及1905～1915年为几个较为明显的冷期;1725～1745年、1765～1775年、1800～1810年、1865～1875年和1890～1905年相对而言属暖期.太白山地区气候的冷暖变化有大约30～40年的变化周期.将本项研究结果与国外相关研究对比还说明,太白山地区的气候变化可能具有一定的全球性特征.     

清水池震害综合预测方法

对基于池壁裂缝宽度预测清水池震害程度的方法进行了深入研究,该方法与清水池快速预测方法（如经验统计回归方法）相比有较强的理论依据,但是当池壁受拉钢筋应力超过其屈服应力时,采用该方法会导致计算结果与实际裂缝宽度不符。因此,壁板裂缝宽度方法适用于评定清水池轻微破坏及以下的震害等级,当清水池壁板受拉钢筋屈服后,应采用震害经验统计回归模型对清水池震害等级进行评定。建议将上述2种预测方法相结合作为清水池震害预测的综合方法。     

The impact of aquifer stratification on saltwater intrusion characteristics. Comprehensive laboratory and numerical study

Laboratory experiments and numerical simulations were utilized in this study to assess the impact of aquifer stratification on saltwater intrusion. Three homogeneous and six layered aquifers were investigated. Image processing algorithms facilitated the precise calculation of saltwater wedge toe length, width of the mixing zone, and angle of intrusion. It was concluded that the length of intrusion in stratified aquifers is predominantly a function of permeability contrast, total aquifer transmissivity and the number of heterogeneous layers, being positively correlated to all three. When a lower permeability layer overlays or underlays more permeable zones its mixing zone widens, while it becomes thinner for the higher permeability strata. The change in the width of the mixing zone (WMZ) is positively correlated to permeability contrast, while it applies to all strata irrespectively of their relative vertical position in the aquifer. Variations in the applied hydraulic head causes the transient widening of WMZ. These peak WMZ values are larger during saltwater retreat and are negatively correlated to the layer's permeability and distance from the aquifer's bottom. Moreover, steeper angles of intrusion are observed in cases where low permeability layers overlay more permeable strata, and milder ones in the inverse aquifer setups. The presence of a low permeability upper layer results in the confinement of the saltwater wedge in the lower part of the stratified aquifer. This occurs until a critical hydraulic head difference is applied to the system. This hydraulic gradient value was found to be a function of layer width and permeability contrast alike.     

Crossover from capillary fingering to compact invasion for two-phase drainage with stable viscosity ratios

Motivated by a wide range of applications from enhanced oil recovery to carbon dioxide sequestration, we have developed a two-dimensional, pore-level model of immiscible drainage, incorporating viscous, capillary, and gravitational effects. This model has been validated quantitatively, in the very different limits of zero viscosity ratio and zero capillary number; flow patterns from modeling agree well with experiment. For a range of stable viscosity ratios (μ_injected/μ_displaced ? 1), we have increased the capillary number, N_c, and studied the way in which the flows deviate from capillary fingering (the fractal flow of invasion percolation) and become compact for realistic capillary numbers. Results exhibiting this crossover from capillary fingering to compact invasion are presented for the average position of the injected fluid, the fluid–fluid interface, the saturation and fractional flow profiles, and the relative permeabilities. The agreement between our results and earlier theoretical predictions [Blunt M, King MJ, Scher H. Simulation and theory of two-phase flow in porous media. Phys Rev A 1992;46:7680–99; Lenormand R. Flow through porous media: limits of fractal patterns. Proc Roy Soc A 1989;423:159–68; Wilkinson D. Percolation effects in immiscible displacement. Phys Rev A 1986;34:1380–90; Xu B, Yortsos YC, Salin D. Invasion Percolation with viscous forces. Phys Rev E 1998;57:739–51] supports the validity of these general theoretical arguments, which were independent of the details of the porous media in both two and three dimensions.     

频率域波形反演中与频率相关的影响因素分析

波动方程深度偏移是解决复杂地质体成像的关键技术,基于波动方程的速度建模为其提供更为精确的速度模型.频率域波形反演是目前研究最为广泛的波动方程速度建模方法之一,它推动了波形反演在勘探尺度下的应用.本文通过对频率域波形反演的实现,分析对比了其有效执行过程中与频率相关的影响因素.介绍了时间域的多尺度反演方法在频率域的一种实现方式,对比分析了输入数据的频点带宽和应用的子波频带范围不同时对反演结果的影响.本文通过设计的山地地质模型对频率域波形反演进行了测试和对比,得到的结论为频率域波形反演的有效计算提供了依据和参考.     

Correction factors for SSI effects predicted by simplified models: 2D versus 3D rectangular embedded foundations

The effects of soil‐structure interaction (SSI) are often studied using two‐dimensional (2D) or axisymmetric three‐dimensional (3D) models to avoid the high cost of the more realistic, fully 3D models, which require 2 to 3 orders of magnitude more computer time and storage. This paper analyzes the error and presents correction factors for system frequency, system damping, and peak amplitude of structural response computed using impedances for linear in‐plane 2D models with rectangular foundations, embedded in uniform or layered half‐space. They are computed by comparison with results for 3D rectangular foundations with the same vertical cross‐section and different aspect ratios. The structure is represented by a single degree‐of‐freedom oscillator. Correction factors are presented for a range of the model parameters. The results show that in‐plane 2D approximations overestimate the SSI effects, exaggerating the frequency shift, the radiation damping, and the reduction of the peak amplitude. The errors are larger for stiffer, taller, and heavier structures, deeper foundations, and deeper soil layer. For example, for a stiff structure like Millikan library (NS response; length‐to‐width ratio ≈ 1), the error is 6.5% in system frequency, 44% in system damping, and 140% in peak amplitude. The antiplane 2D approximation has an opposite effect on system frequency and the same effect on system damping and peak relative response. Linear response analysis of a case study shows that the NEHRP‐2015 provisions for reduction of base shear force due to SSI may be unsafe for some structures. The presented correction factor diagrams can be used in practical design and other applications.     

R/C frame–infill interaction model and its application to Indonesian buildings

This paper proposes a new analytical model for masonry‐infilled R/C frames to evaluate the seismic performance considering R/C frame–infill interactions. The proposed analytical model replaces masonry infill with a diagonal compression strut, which represents distributed compression transferred between frame and infill interfaces. The equivalent strut width is presented as a function of the frame–infill contact length, which can be evaluated by static equilibriums related to compression balance and lateral displacement compatibility at the frame–infill interfaces. The proposed analytical model was verified through comparisons with experimental results obtained for several brick masonry‐infilled R/C frames representing a typical R/C building with nonstructural masonry infill in Indonesia. As a result, good agreements were observed between the experimental and analytical values of the lateral strength and ductility of the infilled frames. The seismic performances of two earthquake‐damaged R/C buildings with different damage conditions were evaluated considering infill effects by applying the proposed analytical model. Consequently, the nonstructural brick masonry infill significantly affected the seismic resistances of the buildings, which seemed to lead to differing levels of damage for each building. These results indicate that the proposed analytical model can be an effective tool for more precisely screening earthquake‐vulnerable existing R/C buildings in Indonesia. Copyright © 2016 The Authors. Earthquake Engineering & Structural Dynamics Published by John Wiley & Sons Ltd.     

多普勒雷达谱宽资料分析应用初探

概述了多普勒雷达谱宽资料的物理意义、影响因素，探讨在业务工作中如何准确地分析谱宽资料，并结合实际个例，讨论谱宽的应用。     

改进的最优窗宽理论对年径流量的插值预测研究——以黄河利津等站为例

针对小样本数据造成年径流量预测效果不理想的情况,以及非对称和非正态资料的处理问题,引入信息扩散和模糊映射思想,同时运用遗传算法改进最优窗宽理论,建立了新的扩散插值模型。该模型通过对零散数据点的信息进行模糊扩散,进而实现对有限数据点信息向其邻近区域点的概率插值。选取黄河利津站为例,根据其近70 a(1942—2011年)径流量实测数据,进行了缺损数据的插值和预测试验,同时与正态扩散插值模型进行对比分析,结果表明:1)预测值能较好地模拟实际径流序列的波形变化,对丰水年(如2007年)和枯水年(如2009年)的预报都比较准确;2)中长期预报(10a)平均相对误差仅为11.59%,相较传统方法有较大的改进;3)以黄河流域2个站点(花园口和兰州)和长江流域的3个站点(朱沱、宜昌和大通)年径流量预测试验以及海温资料的插值试验作为补充,验证了该算法的有效性和普适性。该模型可为实际水文数据资料的客观分析和中长期预报提供参考。