Comparison of magnetic parameters with vehicular Br levels in urban roadside soils

Chemical methods are generally chosen to monitor soil pollution but magnetic measurements proved to yield additional information at low cost and less time consumption. In this investigation, the novel use of rapid and non-destructive magnetic measurements to characterize Br levels in Xuzhou (China) urban roadside soils was reported. X-ray fluorescence spectrometry (XRF) was used to quantify Br in the soil samples. Data from 21 roadside soil samples confirm Br contamination, with a mean level of 4.36 mg kg⁻¹ and a range of 2.4–8.7 mg kg⁻¹. These values are higher than that of unpolluted soils in Xuzhou that averages 1.1 mg kg⁻¹. Hierarchical clustering analysis shows Br in Xuzhou roadside soils is mainly from road traffic. Clear correlations between Br levels and simple magnetic parameters [mass specific susceptibility (χ _LF), susceptibility of anhysteretic remanent magnetization (χ _ARM), saturation isothermal remanence (SIRM)] are observed. The present study shows that these three magnetic parameters can be used as a proxy for Br levels in Xuzhou urban roadside soils.     

一种高精度轻小型航空遥感系统的集成与应用

高精度轻小型航空遥感系统是一种灵活高效的遥感数据获取手段。本文将高精度大负载惯性稳定平台、高精度位置姿态测量系统、高精度组合宽角数字航测相机和动力伞集成为一种轻小型航空遥感系统,并进行了大比例尺遥感测绘和大型露天矿遥感监测应用航拍试验。经过对采集到的数据进行处理和分析,试验结果满足规范要求。     

贵州省1∶20万数字重力图的制作方法

本文是1：20万数字重力图及面色图的编制工作总结，文中主要介绍了在制作1：20万区域重力图和地理底图时，采用GIS系统，由计算机数字制图的具体方法和步骤。总结这一新技术新方法的运用，探索出一条可供借鉴的优化的制图捷径。     

大数据环境下数字填图数据集成服务技术

应用数字填图技术形成了大量地质填图图幅数据,这些数据空间结构化和非结构化特征并存,如何在网络环境下提供高效的数据服务是急需解决的一个难题。大数据技术的发展为数字填图、数据集成服务提供了一种新的途径。通过对数字填图数据特征的分析,在研究地质调查信息网格大数据处理框架的基础上,提出了结构化和非结构化数据相结合的有序化组织管理、发布与服务方法,并对关键技术进行了研究与试验,取得了良好的效果。     

JXW-1型微机数字化测井系统在阜新煤田的应用

随着数字化测井技术的飞速发展,国内外各种微机数字化测井系统相继问世。通过阜新煤田的实践,客观评价了JXW-1型微机数字化测井系统的性能及应用效果,并对该系统做了某些扩展与改进。     

一种基于小波包变换的盲数字水印算法

提出了一种基于小波包变换的盲数字水印算法,该算法首先对图像进行小波包分解,并根据视觉感知特性将作为水印的二值图像嵌入到分解后的高频分量中,再进行小波包重构得到嵌入水印的图像。实验结果表明,该算法添加水印后的图像对于压缩、噪声、中值滤波、几何裁剪等处理具有很强的稳健性。     

煤矿三维地震勘探技术发展趋势

我国煤田三维地震勘探经过20余年的发展,已成为当前煤田地质勘探的主流技术,随着煤矿采掘现代化及安全保障系统对勘探精度要求的提高,三维地震勘探技术也须与之相适应,不断地探索与发展。参考近年来相关研究成果与勘探实例,对可在煤田地质勘探中大面积推广应用的三维地震勘探技术进行了介绍,其中包括：高密度空间采样、数字检波器、高精度静校正技术、叠前时间（深度）偏移技术、分频解释技术、波阻抗反演技术、相干体技术,同时也简要介绍了在煤田勘探方面有发展前景的多分量及各向异性技术。     

BSZ-2型数字钟的检修方法

BSZ-2型数字钟目前仍应用于模拟地震观测中。本文介绍了该钟的工作原理，并对检修过程中常见问题进行了分析总结。     

Digital Image Based Approach for Three-Dimensional Mechanical Analysis of Heterogeneous Rocks

Summary This paper presents a digital image based approach for three-dimensional (3-D) numerical simulation and failure analysis of rocks by taking into account the actual 3-D heterogeneity. Digital image techniques are adopted to extract two-dimensional (2-D) material heterogeneity from material surface images. The 2-D image mesostructures are further extrapolated to 3-D cuboid mesostructures by assuming the material surface as a representation of the inner material heterogeneity within a very small depth. The iterative milling and scanning system is set up to generate the 3-D rock mesostructures. A Hong Kong granite specimen is used as an example to demonstrate the procedure of 3-D mesostructure establishment. The mechanical responses and failure process under the conventional Brazilian tensile test condition are examined through numerical analyses. The stress distribution, crack propagation process and failure model of heterogeneous material cases are simulated with a finite difference software. The numerical results indicate that material heterogeneity plays an important role in determining the failure behavior of rocks under external loading.     

Defining shore platform boundaries using airborne laser scan data: a preliminary investigation

As an initial evaluation of the potential of digital elevation models (DEMs) and geographic information systems (GISs) for geomorphic characterization of rocky shorelines, airborne laser scan (ALS) data have been used to characterize shore platforms around Shag Point, southeastern New Zealand. The platforms have been characterized using field‐based techniques in previously published research, and therefore offer an ideal site for evaluation purposes. The main challenge involved the delineation of the shore platform area in terms of landward and seaward extents. The cliff top and landward edge of the shore platform was readily mapped, whereas the seaward edge of platforms was mapped with lesser precision due to difficulties associated with tidal inundation and the interference of wave action and surface water. In the central region of the study area (～0·1 km²) higher platform elevations and dense point cloud data enabled the generation of a high‐resolution (1 m) DEM. In analysing the DEM, ALS offered an advantage over the previous field survey in respect of the ability to assess continuous topography in plan‐view. The extent and form of two distinctive erosional surfaces is clearly apparent and was revealed through classifications based on slope and elevation. The spatial continuity of the upper surface implies that, in addition to the role of rock structure described in previous work, sea level and wave exposure may have been important factors in the generation and preservation of platform morphology at Shag Point. Copyright © 2007 John Wiley & Sons, Ltd.