云南省气象卫星遥感信息系统

云南省气象卫星遥感信息系统是在充分吸取国内外现有技术基础上建立起来的由接收，预处理子系统，图像应用开发子系统，通信管理子系统及服务子系统组成。它具有多种图像处理平台，其目标是不断研制开发具有云南特色的监测服务产品，为云南的经济建设服务。     

Optical and radar data comparison and integration: Kenya example

The purpose of this study was to evaluate the relative classification accuracies of four land covers/uses in Kenya using spaceborne quad polarization radar from the Japanese ALOS PALSAR system and optical Landsat Thematic Mapper data. Supervised signature extraction and classification (maximum likelihood) was used to classify the different land covers/uses followed by an accuracy assessment. The original four band radar had an overall accuracy of 77%. Variance texture was the most useful of four measures examined and did improve overall accuracy to 80% and improved the producer’s accuracy for urban by almost 25% over the original radar. Landsat provided a higher overall classification accuracy (86%) as compared to radar. The merger of Landsat with the radar texture did not increase overall accuracy but did improve the producer’s accuracy for urban indicated some advantages for sensor integration.     

智能化一传感器的发展趋势及实现

本文根据作者在863－818计划中研制的智能化传感器及接触到的国外智能化传感器，介绍了智能化传感器的组成，对传统传感器的优势及其实现方法，并对提高其可靠性提出了几条措施。     

雷达影像几何构像距离-共面方程

几何构像方程是遥感影像摄影测量最基本最重要的公式,简洁性和严密性是其能得到广泛应用的必要条件。本文分析了姿态对侧视雷达影像成像的影响,以传感器位置和姿态(外方位元素)作为定向参数,根据侧视雷达成像的距离和波束中心共面(Range-Coplanarity,R-Cp)条件构建了一种简洁严密的几何构像方程。该方程考虑了姿态参数对雷达影像严密定位的影响,反映了侧视雷达遥感影像的成像几何原理,避开了复杂的成像参数,实现了雷达影像与光学影像严密构像模型定向参数的统一。定位试验精度优于LeberlF模型和KonecnyG模型。该方程的特点表明其在侧视雷达遥感影像的摄影测量领域中有着一定的应用潜力。     

多视图协同的海洋多要素环境数据关联关系分析方法

海洋事件离不开各要素环境数据的共同作用,获取要素之间的关联关系从而进行海洋事件的预报预测,是一个亟待解决的问题。为此,本文提出一种多视图协同的关联关系分析方法来度量海洋各要素数据间的关联关系。首先,在传统平行坐标技术的基础上增加刷技术、轴排序等功能对海洋多要素数据进行初步探索,同时引入散点矩阵图展示各要素的分布;其次,以平行坐标中数据线间的角度、面积以及散点图中要素分布的距离为差异度量方式,对计算得到的差异构建相似性矩阵;再次,采用多维标度法得到原始多要素数据在低维空间中的表达;最后,使用K-means算法对降维后的低维度数据进行聚类分析。本文提出的方法从视觉角度对数据进行分析和特征挖掘,并得到高维数据在低维空间上的可视化展示,实现了有效量化海洋数据不同要素间的相关关系。     

On the use of IMU (inertial measurement unit) sensors in geomorphology

Inertial measurement units (IMUs) are mobile sensors assemblies constructed using a combination of MEMS (micro electrical mechanical systems) accelerometers, gyroscopes and magnetometers. Both the technology and its applications to geomorphic problems are developing rapidly, since they demonstrate the prospect of monitoring individual sediment grains, of various sizes, during transport and at high frequency. This prospect has numerous implications which range from hazard identification and warning to complex theoretical derivations for sediment transport modelling. At the same time, the deployment of IMUs needs to be underpinned by a number of technical considerations regarding the limitations of the technology and the physics of the inertial measurements. IMU measurements should be reported in a manner that allows for clear understanding of the scope of the study, with sufficient detail for repeatability and clear error characterization. At a secondary level, IMU measurements should be linked clearly with the physics of sediment motion. Here the author highlights five technical issues which can lead to the misinterpretation of IMU measurements. His scope is to begin a dialogue towards a collective agreement on a presentation/reporting protocol for IMU measurements in geomorphic studies that will allow for the coherent contextualization of the technology and accelerate its scientific impact within geosciences.     

利用温度检测钻孔灌注桩混凝土拌合物面的研究

基于水化放热原理和室内外试验,发现混凝土拌合物层和浮浆层两者有明显的温差,显示可通过温度变化来确定混凝土拌合物灌注高度.据此设计了一种便携式用于判定混凝土拌合物面是否到达设计高度的温控式装置:在设计桩顶高度位置及其下方50 cm处分别埋置一个温度传感器,在设计桩顶高度下方50 cm的温度传感器获得混凝土拌合物的温度峰值,利用设计桩顶高度位置的温度传感器的温度峰值判定混凝土拌合物顶.建议混凝土拌合物超灌在设计桩顶高度位置即第2个温度传感器上方50 cm,比规范要求少超灌0.3 m,能节约混凝土.     

Visualization of wave-induced suspension patterns over two-dimensional bedforms

High spatial and temporal resolution measurements of suspended sand concentration ( c ) over vortex ripples were collected with a three-transducer acoustic backscatter sensor (ABS) array, under irregular `natural' waves in a multidirectional wave basin. These measurements permit two-dimensional visualization of the movement of sediment-laden vortices over an individual vortex ripple under a series of waves. Patterns of sediment motion were tracked through consecutive zero-crossings in the horizontal velocity ( U ) record measured at 0·05 m above the ripple crest elevation. It was possible to trace the advection of individual sediment-laden vortices at the zero-crossings. During 73% of these events, shedding and advection of coherent suspension events occurred before the flow reversal associated with the zero-crossing. This may be caused by the bedforms retarding the near-bed flow inducing the eddy shedding before the zero-crossing. While at maxima in U , secondary suspension events with low c were observed to pass over the ripple crest moving with U measured at 0·05 m. This pattern is attributed to vortex shedding from adjacent bedforms and/or antecedent suspension events. The most energetic events appeared to persist for several wave cycles and reached heights of ≈0·20 m. These suspension events appeared to be more persistent when smaller waves follow larger waves, possibly as a result of weaker reversals in vorticity. Although the events appeared to be vertically coherent in the time series from the individual transducers, it is apparent through visualization that these events are associated with the pairing of antecedent and developing vortices.     

Deformation analysis of tunnel excavation below existing pipelines in multi‐layered soils based on displacement controlled coupling numerical method

The effect of tunneling on surrounding environments, especially on existing buried pipelines is a problem that engineers designing and practicing in urban geotechnical environments encounter more frequently than in the past. However, previous studies are usually based on the assumption that the soil is homogeneous. How to reflect soil stratification is the main focus for the problem of tunneling in multi‐layered soils. A displacement controlled coupling numerical method is presented for the displacement analysis of tunnel excavation below existing pipelines in multi‐layered soils. On the basis of the layered soil model, to consider the soil nonhomogeneous characteristic, the finite element method and boundary element method are coupled to simulate the deformation of existing pipelines induced by tunneling. The solutions indicate that good agreements are obtained between the proposed coupling numerical method and the commercial software. The accuracy of the proposed numerical method is better than the two stages method based on the existing closed‐form solutions. Moreover, the results discussed in this paper show that the error obtained by the previous method of weighted average on the basis of homogeneous half space converted from layered soils is not negligible for the obvious difference of elastic parameters among successive layers. Copyright © 2012 John Wiley & Sons, Ltd.     

Modeling seasonal surface temperature variations in secondary tropical dry forests

Secondary tropical dry forests (TDFs) provide important ecosystem services such as carbon sequestration, biodiversity conservation, and nutrient cycle regulation. However, their biogeophysical processes at the canopy-atmosphere interface remain unknown, limiting our understanding of how this endangered ecosystem influences, and responds to the ongoing global warming. To facilitate future development of conservation policies, this study characterized the seasonal land surface temperature (LST) behavior of three successional stages (early, intermediate, and late) of a TDF, at the Santa Rosa National Park (SRNP), Costa Rica. A total of 38 Landsat-8 Thermal Infrared Sensor (TIRS) data and the Surface Reflectance (SR) product were utilized to model LST time series from July 2013 to July 2016 using a radiative transfer equation (RTE) algorithm. We further related the LST time series to seven vegetation indices which reflect different properties of TDFs, and soil moisture data obtained from a Wireless Sensor Network (WSN). Results showed that the LST in the dry season was 15–20 K higher than in the wet season at SRNP. We found that the early successional stages were about 6–8 K warmer than the intermediate successional stages and were 9–10 K warmer than the late successional stages in the middle of the dry season; meanwhile, a minimum LST difference (0–1 K) was observed at the end of the wet season. Leaf phenology and canopy architecture explained most LST variations in both dry and wet seasons. However, our analysis revealed that it is precipitation that ultimately determines the LST variations through both biogeochemical (leaf phenology) and biogeophysical processes (evapotranspiration) of the plants. Results of this study could help physiological modeling studies in secondary TDFs.