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1.
监测煤矿开采导致的地表三维形变对于矿区地质灾害防控和开采沉陷机理研究至关重要。针对单轨道InSAR和先验模型融合解算矿山三维形变存在精度不高、时间分辨率差的问题,本文提出了一种通过优化先验模型参数的矿区多轨InSAR三维形变解算方法。首先,利用Weibull模型同步4个轨道LOS向形变位移,以此削弱不同轨道之间时间异步对三维形变解算精度的影响,并采用加权最小二乘求解矿区垂直向和东西向形变;然后,根据垂直向和东西向形变优化矿区开采先验模型参数;最后,解算南北向形变位移。利用覆盖大同矿区的TerraSAR-X数据和3个轨道Sentinel-1 InSAR数据集对本文方法进行验证。研究结果表明,与地面GPS监测点相比,本文方法可以获得相对精确的三维形变结果,垂直向RMSE、东西向RMSE和南北向RMSE约为1.1、1.4和2.1 cm。 相似文献
2.
Deriving time-series three-dimensional displacements of mining areas from a single-geometry InSAR dataset 总被引：1，自引：0，他引：1
Zefa Yang Zhiwei Li Jianjun Zhu Guangcai Feng Qijie Wang Jun Hu Changcheng Wang 《Journal of Geodesy》2018,92(5):529-544
This paper presents a method for deriving time-series three-dimensional (3-D) displacements of mining areas from a single-geometry interferometric synthetic aperture radar (InSAR) dataset (hereafter referred to as the SGI-based method). This is mainly aimed at overcoming the limitation of the traditional multi-temporal InSAR techniques that require SAR data from at least three significantly different imaging geometries to fully retrieve time-series 3-D displacements of mining areas. The SGI-based method first generates the multi-temporal observations of the mining-induced vertical subsidence from the single-geometry InSAR data, using a previously developed method for retrieving 3-D mining-related displacements from a single InSAR pair (SIP). The weighted least-squares solutions of the time series of vertical subsidence are estimated from these generated multi-temporal observations of vertical subsidence. Finally, the time series of horizontal motions in the east and north directions are estimated using the proportional relationship between the horizontal motion and the subsidence gradient of the mining area, on the basis of the SGI-derived time series of vertical subsidence. Seven ascending ALOS PALSAR images from the Datong mining area of China were used to test the proposed SGI-based method. The results suggest that the SGI-based method is effective. The SGI-based method not only extends the SIP-based method to time-series 3-D displacement retrieval from a single-geometry InSAR dataset, but also limits the uncertainty propagation from InSAR-derived deformation to the estimated 3-D displacements. 相似文献
3.
当前矿区合成孔径雷达差分干涉测量(D-InSAR)监测研究大多局限于以地表移动为对象,求取其他形变指标通常仍需野外测量。针对这一不足,构建出一种提取地表移动变形(surface movement and deformation,SMD)面域信息的模型——SMD模型。模型可求解的量有:①地表沿任意方向的倾斜、曲率,地表倾斜、曲率最大值与其所沿方向;②水平或近水平煤层开采下,矿区地表沿任意方向的水平移动、水平变形,地表水平移动、水平变形最大值和其所沿方向。SMD模型在垂直形变图的基础上,按照方向导数原理计算地表倾斜和曲率;地表水平移动和水平变形则根据开采沉陷先验规律计算。模拟试验显示,该模型可以较高精度获取地表移动变形值。淮北矿区某矿进行了充填开采,应用SMD模型结合时序InSAR分析该矿地表形变时空演化过程,以及充填开采的减沉减变效果,分析认为注浆活动可以有效控制地表形变。日平均注浆量、工作面推进距离与最大下沉速度之间的关系可以用多元线性回归模型来描述。SMD模型可用于分析区域地表形变综合情况,为范围评估开采沉陷对建构筑物的影响提供有力依据。 相似文献
4.
Vertical deformation estimation can be a significant tool in preventing geological hazards and managing environment impacts of underground mining. Common ground surface vertical deformation calculations are challenged by difficult data collection and dependence on prior knowledge. SVD (singular value decomposition) method was applied to estimate ground surface vertical deformation from single pair SAR (synthetic aperture radar) data in a mining region. During the study, LOS (line of sight) and azimuth displacement was obtained using two pass D-InSAR (differential interferometry synthetic aperture radar) and MAI (multi-aperture radar interferometry) technology, respectively. Two adjustment equations were composed using the imaging geometry of D-InSAR and MAI. The singular value decomposition theorem was used to acquire M-P (Moore-Penrose) generalized inverse of the rank deficiency coefficient matrix. From this, the optimal approximation solution of unknown parameters was calculated using weighted least squares. A working panel in the Datong mining area, Shanxi province, China, was selected to verify the SVD approach using the two ascending Sentinel-1A data. The accuracy of vertical deformation estimated by SVD approach is reliable. The RMSE (root mean square error) of vertical deformation is 2.64 mm (along upright profile) and 4.95 mm (along horizontal profile). These results suggest that the SVD approach will complement widely used vertical ground surface deformation calculations. Further study is needed to validate the method from other deformation scenarios from landslides, groundwater loss, earthquakes, underground mining, and glacier movement. 相似文献
5.
为了研究黄土山区地形对煤层群开采地表位移的影响,以榆林某矿为地质原型,利用数值软件模拟地表为近水平、正坡、负坡、凸面和凹面五种地形条件下煤层群开采。结果表明:黄土山区地形的变化,对煤层群开采顶板垂直应力影响不明显,对地表位移影响较大;单向坡开采,斜坡滑移引起的下沉量在坡顶与开采沉陷量形成“叠加”,在坡底形成“抵消”;在组合坡中,煤层群开采地表位移量相差很大,说明在变坡点附近地表位移较为复杂。 相似文献
6.
Effect of the atmospheric pressure on surface displacements 总被引：3，自引：0，他引：3
Summary Atmospheric pressure variations with periods of some days and months can be considered as loading functions on the Earth's surface and can induce quasi-periodic surface deformations. The influence of such surface displacements is calculated by performing a convolution sum between the mass loading Green's functions and the local and regional barometric pressure data (geographically distribution in a 1° × 1° grid system extending to more than 1000km). The results for 5 stations in Europe show that the average values reach about 22.9–30.2mm depending on the ocean response: the inverted or non-inverted barometer ocean model. The corresponding admittances are 0.576–0.758mm/mbar respectively. The horizontal displacements are not negligible but always smaller. The magnitudes are about 2–3mm for East-West component and 0.5–1.0mm for North-South component.The results of the dependence on the lateral extension of the pressure load show that the admittance for radial displacement varies from 0.250mm/mbar for a column load of 100km radius to 0.539mm/mbar for a column load of more than 1000km extension. It means that the main contribution of the loads comes from the horizontal distribution of the air pressure in a broad region.The time dependent effects of the atmospheric pressure are also computed with the two-coefficient correction equations provided by Rabbel & Zschau (1985) using ground pressure data in a 1.125° × 1.125° grid system. The computations demonstrate that the results are in good agreement with those obtained with a convolution sum. It shows that this method can provide us with a good approximation for vertical displacement caused by the deformation of the Earth. 相似文献
7.
在西部黄土高原复杂地形地貌下构建采煤沉陷盆地和提取水平位移的难度较大,传统地表沉降监测手段只能获取线状数据,效率低,而重复轨道合成孔径雷达干涉测量技术在大梯度形变区域易出现失相干现象,难以达到矿区地表沉降监测精度要求。提出了一种基于无人机载激光雷达点云数据构建沉陷盆地和提取水平位移的方法。结合多地形因子构建深度神经网络（deep neural network,DNN）模型,提取沉陷盆地构建过程中受地形影响较小的特征稳定区,利用较优插值算法对稳定区进行拟合,得到完整沉陷盆地。为了提取采煤地表水平移动信息,将二进制形状上下文特征描述算子与多地形因子融合起来,以改进特征匹配算法。基于此设计地表水平移动提取方案,提取主断面水平移动信息,同时对水平移动提取误差与点云密度、地形因子进行定量分析。榆神矿区结果表明,利用结合地形因子的DNN模型能有效提取特征稳定区,在复杂地貌下减小了沉陷建模误差,为构建采煤沉陷盆地提供了一种新方法;利用融合地形特征的改进特征匹配算法提取的水平移动曲线符合采煤沉陷水平移动基本规律,与水平移动偏差相关性较强的地形因子可用于衡量改进特征匹配算法对水平移动提取误差的大小。 相似文献
8.
Monitoring ground deformation in Beijing, China with persistent scatterer SAR interferometry 总被引：1，自引：1，他引：0
This paper investigated the long term ground deformation in Beijing, China, using persistent/permanent scatterer interferometry (PSI) techniques. GEOS-PSI (Geodesy and Earth Observing Systems-PSI), an in-house software developed at UNSW for PSI, has been applied to 41 ENVISAT ASAR images acquired over the metropolitan area of Beijing City between June 2003 and March 2009 and 24 ALOS PALSAR images (two Paths: 10 acquisitions from January 2007 to October 2008 and 14 acquisitions from February 2007 to September 2009). The results generated using these datasets from the two satellites were cross-validated. Correlations between the results of ENVISAT ASAR and ALOS PALSAR agreed very well. The horizontal and vertical displacement rate maps over Beijing City were obtained from the results generated with data acquired by both satellites over the period from 1st February 2007 to 1st November 2008. The results indicate that the displacements in Beijing City were mainly in the vertical direction. The majority of the easting displacement rates were in the range of ?10 mm/year to 10?mm/year, while the vertical rates were in the range of ?115 mm/year to 6?mm/year. The possible cause for the ground deformation is groundwater extraction based on our research as well as earlier published studies. 相似文献
9.
The global positioning system (GPS) is used increasingly to control horizontal and vertical displacement of large civil constructions.
The displacements can occur over varius time scales. For example, in case of the loading test of a bridge, the time span between
measurements is on the order of 30 min. The achievable precision in the vertical component and its relation to residual multiplath
effects become critically important in such aaplications. A multipath-to-noise ratio (MNR) on individual satellites is introduced
to quantify the multipath effects. ? 2000 John Wiley & Sons, Inc. 相似文献
10.
Yunjun Yao Shunlin Liang Qiming Qin Kaicun Wang Shaohua Zhao 《International Journal of Applied Earth Observation and Geoinformation》2011
The latent heat of evapotranspiration (ET) plays an important role in the assessment of drought severity as one sensitive indicator of land drought status. A simple and accurate method of estimating global ET for the monitoring of global land surface droughts from remote sensing data is essential. The objective of this research is to develop a hybrid ET model by introducing empirical coefficients based on a simple linear two-source land ET model, and to then use this model to calculate the Evaporative Drought Index (EDI) based on the actual estimated ET and the potential ET in order to characterize global surface drought conditions. This is done using the Global Energy and Water Cycle Experiment (GEWEX) Surface Radiation Budget (SRB) products, AVHRR-NDVI products from the Global Inventory Modeling and Mapping Studies (GIMMS) group, and National Centers for Environmental Prediction Reanalysis-2 (NCEP-2) datasets. We randomly divided 22 flux towers into two groups and performed a series of cross-validations using ground measurements collected from the corresponding flux towers. The validation results from the second group of flux towers using the data from the first group for calibration show that the daily bias varies from −6.72 W/m2 to 12.95 W/m2 and the average monthly bias is −1.73 W/m2. Similarly, the validation results of the first group of flux towers using data from second group for calibration show that the daily bias varies from −12.91 W/m2 to 10.26 W/m2 and the average monthly bias is −3.59 W/m2. To evaluate the reliability of the hybrid ET model on a global scale, we compared the estimated ET from the GEWEX, AVHRR-GIMMS-NDVI, and NECP-2 datasets with the latent heat flux from the Global Soil Wetness Project-2 (GSWP-2) datasets. We found both of them to be in good agreement, which further supports the validity of our model's global ET estimation. Significantly, the patterns of monthly EDI anomalies have a good spatial and temporal correlation with the Palmer Drought Severity Index (PDSI) anomalies from January 1984 to December 2002, which indicates that the method can be used to accurately monitor long-term global land surface drought. 相似文献
11.
SBAS-InSAR方法支持下的矿区地表沉降监测及参数反演 总被引：2，自引：0，他引：2
煤矿开采极易诱发各类地质灾害,从而对矿区人民的生命财产安全带来严重影响。因此,对矿区地表进行形变监测及对其开采面参数进行反演获得形变规律,可有效防止矿区地质灾害的发生。本文选取山西省的店坪煤矿和汾源煤业作为研究区域,基于Sentinel-1A卫星影像数据,使用小基线集（SBAS）方法提取研究区的形变结果。使用Okada模型对5-101工作面参数进行反演和分析,并将反演结果与采工图实测数据进行对比验证。结果表明：①煤矿开采引起的地表形变程度与煤矿开采长度成正比;②急倾斜厚煤层开采引发的地表形变程度要比近水平薄煤层引起的地表形变程度大,更容易造成地表塌陷;③Okada模型反演较短近水平薄煤层的开采参数精度较高,说明该模型适用于此类型煤矿开采参数的反演。 相似文献
12.
为了直观揭示矿山井下巷道贯通测量精度估算工程和规律,采用全站仪井下巷道贯通导线测量,结合南方CASS9.0绘图软件,摸索出一种全站仪结合CASS9.0绘图软件进行井下巷道贯通测量精度估算试验的方法。提出支导线的终点是支导线精度的最弱点,横向贯通中误差是由全站仪导线测角、测边误差所引起,巷道内高程的控制测量精度直接影响的是竖向贯通中误差;并且通过在某矿山井下贯通测量精度估算工程的试验应用,研究结果表明:该方法达到了预期精度效果,解决了全站仪结合CASS9.0绘图软件进行井下贯通测量精度估算的方法问题。 相似文献
13.
14.
矿区资源开发致使其面临着严重的生态环境问题,监测和分析矿区生态环境各种典型信号和异常已成为环境保护、生态恢复等工作的重要基础。本文从地表形变与沉降、地下煤火与煤矸石山自燃及其他生态要素监测等方面讨论了矿区生态扰动监测研究进展,进行了国内外进展比较及发展趋势展望。由于采动沉陷与生态环境变化的特殊性、复杂性和高度动态性,单一监测手段难以奏效,将空天地一体化对地观测传感网和矿山物联网相结合,发展矿区生态扰动多源多尺度空天地协同监测与智能感知体系,是未来研究的重点及努力方向。 相似文献
15.
Estimates of ocean tide loading displacements and its impact on position time series in Hong Kong using a dense continuous GPS network 总被引：1，自引：0，他引：1
Three-dimensional ocean tide loading (OTL) displacements of eight diurnal and semidiurnal constituents at 12 sites in Hong
Kong were estimated using 3–7 years of continuous global positioning system (GPS) observations. OTL displacements were estimated
using the precise point positioning (PPP) technique on a daily basis and then combined. The OTL displacements obtained by
GPS were compared with predictions using seven recent global ocean tide models. The effect of OTL displacements on GPS position
time series was also investigated. The study shows that the GPS-derived OTL displacements (excluding K1 and K2 constituents)
agree best with those predicted by the GOT4.7 and NAO99b models. The GPS/model agreement is generally at the sub-millimeter
level, except for S2, K1, and K2 constituents with relatively large errors. After systematic biases between the GPS and model
values are removed, the misfits of all sites for M2, S2, N2, O1, P1, and Q1 are less than 0.5 and 1.0 mm in the horizontal
and vertical components, respectively, while larger misfits (within 2.5 mm) are observed for K1 and K2. Integer ambiguity
fixing slightly improves the east component of OTL displacement estimates. The study also finds that GPS-derived OTL corrections,
instead of model predicts, can be used in daily data processing with the exception of K1 and K2. Including K2 corrections,
a secular vertical rate of up to 1 mm/year in position time series can be induced, which needs to be confirmed by further
studies. 相似文献
16.
Recent advances in image-matching techniques and VHR satellite imaging at submeter resolution theoretically offer the possibility to measure Earth surface displacements with decimetric precision. However, this possibility has yet not been explored and requirements of ground control and external topographic datasets are considered as important bottlenecks that hinder a more common application of optical image correlation for displacement measurements. This article describes an approach combining spaceborne stereo-photogrammetry, orthorectification and sub-pixel image correlation to measure the horizontal surface displacement of landslides from Pléiades satellite images. The influence of the number of ground-control points on the accuracy of the image orientation, the extracted surface models and the estimated displacement rates is quantified through comparisons with airborne laser scan and in situ global navigation satellite measurements at permanent stations. The comparison shows a maximum error of 0.13 m which is one order of magnitude more accurate than what has been previously reported with spaceborne optical images from other sensors. The obtained results indicate that the approach can be applied without significant loss in accuracy when no ground control points are available. It could, therefore, greatly facilitate displacement measurements for a broad range of applications. 相似文献
17.
地表观测的重力位场是地形质量、浅部地质结构产生的剩余重力异常和深部地质构造产生的区域重力异常的叠加效应。基于尺寸可变的滑动窗口的二维低阶多项式拟合算法和格网距离（到中心点）倒数的定权规则在空间域对地面观测的重力位场数据进行了不同深度层的区域-剩余异常分离。这克服了常规算法仅在水平方向上区分不同异常空间分布及垂直方向上定性分离的缺陷。并利用构建的模型重力数据和实测重力位场数据分别进行解算,数值结果验证了该方法的有效性。 相似文献
18.
利用楼群连廊模拟地下工程进行工程测量实践教学的探索 总被引：3，自引：0，他引：3
为了锻炼测绘专业学生实际动手能力,提高实践教学质量,促进双师型教师队伍的成长,设计了利用长度400余米的楼群连廊模拟地下工程进行工程测量实践教学的方案,开发了模拟地面控制测量,模拟两井几何定向,模拟竖井导入标高,模拟地下平面控制测量,模拟地下高程控制测量,模拟竖直方向的贯通测量,模拟通过竖井、平峒的贯通测量,模拟隧道变形观测,模拟隧道施工放样,模拟绘制隧道平面图、断面图等十个实训项目。上、下课时的学生人流,模拟了隧道施工中的车流环境;园环形的廊道,增加了测绘工作难度,丰富了学生应对困难现场的经验。系统有针对性地模拟了地下工程测量的过程,有利于实践教学的规范化。 相似文献
19.
Guoxiang Liu Jonathan Li Zhu Xu Jicang Wu Qiang Chen Huixin Zhang Rui Zhang Hongguo Jia Xiaojun Luo 《International Journal of Applied Earth Observation and Geoinformation》2010
The Ms8.0 Wenchuan earthquake (in China) occurred on 12 May 2008 as a result of slip on the northeastern-striking Longmen Shan (LMS) faults beneath the rugged margin between the Qinghai-Tibet Plateau and Sichuan Basin. The catastrophic event caused significant surface ruptures and permanent ground displacement in a wide area. This paper concentrates on mapping surface deformation caused by the main shock with the interferometric synthetic aperture radar (InSAR) technology. The coseismic interferogram covering an area of over 83,000 km2 is computed with use of 46 SAR images that were collected along 6 adjacent ascending orbits by the L-band SAR sensor onboard the Japanese Advanced Land Observing Satellite (ALOS). The displacements measured at 16 GPS sites are used to check the accuracy of the InSAR deformation measurements. The radar coherence is computed and analyzed in relation to the topography and the normalized difference vegetation index (NDVI) estimated from the Landsat-7 imagery. The results show that the coseismic surface deformation can be mapped up to a centimeter-accuracy level even over the highly mountainous and heavily vegetated area with the L-band interferometer. It is also demonstrated that the L-band interferograms with time interval of months to years can still maintain acceptable radar coherence for deformation extraction over the area under the extreme conditions. The extracted InSAR deformation measurements show that the lands in the Sichuan Basin had moved 0.1–1.3 m toward the satellite along the radar line of sight (LOS) direction with an azimuth of 349.8° and an elevation angle of 51.3°, while the lands in the LMS area had moved 1.4 m at most away from the satellite. 相似文献
20.
Masoome Amighpey Behzad Vosooghi Maryam Dehghani 《International Journal of Applied Earth Observation and Geoinformation》2009
We derived the 3D vector displacement field due to the 5.9 Mw Qeshm island (Iran) earthquake using ascending and descending interferograms and azimuth offsets obtained from ENVISAT ASAR data. The pick-to-pick estimated displacement was 10 cm in west, 69 cm in south and 22 cm in vertical directions. We then used strain analysis to study coseismic surface deformation of the earthquake. Finite differences and finite element as two numerical solutions were applied in order to compute the strain tensors. Furthermore, dilation and shear parameters were derived using the strain tensors. Finite differences results showed the maximum expansion of 0.002 and maximum contraction of 0.003. The amounts of maximum shear in xy, xz and yz planes were estimated using finite differences method as 0.05, 0.1 and 0.049, respectively. The maximum expansion and contraction were computed as 0.006 and 0.005, respectively, using finite element approach. Moreover, the maximum shear in xy, xz and yz planes obtained by finite element method was 0.2, 0.4 and 0.19, respectively. 相似文献