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将小波包分析应用于GPS振动观测数据处理,研究小波包分析在异常值探测、信号特征提取、去噪中的应用。首先对信号分解和单支重构,验证小波包分析探测异常值的能力。针对小波包分析含有丰富的高频信息,采用奇异谱分析方法提取高频部分的振幅和频率。小波包分析的去噪能力优于小波分析。 相似文献
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针对沉降数据序列的特征,研究了多项式回归方法、小波降噪方法、频谱分析法在沉降数据处理中的应用.多项式回归残差和小波降噪残差统计指标对比表明:在趋势项分离过程中,小波降噪方法优于多项式回归方法.小波降噪的残差频谱分析结果表明了沉降数据序列在2个月和4个月的周期性信息. 相似文献
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沉降数据序列分析方法研究 总被引:6,自引:2,他引:6
针对沉降数据序列的特征,研究了多项式回归方法、小波降噪方法、频谱分析法在沉降数据处理中的应用。多项式回归残差和小波降噪残差统计指标对比表明:在趋势项分离过程中,小波降噪方法优于多项式回归方法。小波降噪的残差频谱分析结果表明了沉降数据序列在2个月和4个月的周期性信息。 相似文献
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结合小波分析的基本原理和MATLAB强大的数据处理能力与图形拟合能力,采用了小波时间序列预测模型与MATLAB中自带的拟合工具箱来进行沉降数据的拟合,并将该方法应用于黄冈市某大桥软土路基沉降监测的预测工作中。然后,对两种拟合方法进行了预测效果对比。从所得的结果表明:小波处理后的模型具有抗差干扰和粗差探测、剔除的优点,同时使用曲线拟合工具箱的拟合模型比常规模型更方便快捷且预测的效果也很高,两种模型结合使用会较大地增加其应用价值。 相似文献
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The quantitative assessment of spatial soil erosion is valuable information to control the erosion. The study area in a part of Narmada river in central India is selected. The main objective is to assess and compare the results obtained from three soil erosion models using GIS platform. Variation in the rate of erosion of the three models is compared considering varying slope, soil and land use of the area. Three models selected are Morgan–Morgan–Finney (MMF), Universal Soil Loss Equation (USLE) and Revised Universal Soil Loss Equation (RUSLE). The best fit or the most reliable model for the study area is selected after validation with the observed sedimentation data. The results give –39.45%, –9.60% and 4.80% difference in the values of sedimentation by MMF, USLE and RUSLE, respectively, from the observed data. Finally, RUSLE model has been found to be most reliable for the study area. 相似文献
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Maged Marghany 《International Journal of Applied Earth Observation and Geoinformation》2003,4(4):279-294
The impact of wave spectra modulation transfer function (MTF) in shoreline change model accuracy has been presented. The MTF consisted of real aperture radar (RAR) and velocity-bunching which is utilized to map the wave spectra observed from ERS-1 into the observed real ocean wave spectra. Based on this information, the shoreline change model have developed. Two hypotheses were concerned with the shoreline change model based on ERS-1 wave spectra. First, there is a significant difference between RAR and velocity-bunching modulations for ERS-1 wave spectra modeling. Second, this significant difference is induced a different spatial variation for shoreline change pattern.This study shows that there was the significant difference between velocity-bunching and quasi-linear models. The study shows that velocity-bunching model produces wave spectra pattern approximately close to the real ocean wave compared to the quasi-linear model. The error percentage occurred with velocity-bunching and quasi-linear models were 33.5 and 46.7%, respectively. The highest rate of erosion occurred to the shore south of Chendering with −5 m per year and the highest rate of sedimentation occurred to north of Chendering headland with 3 m per year. It can be concluded that ERS-1 data could be used to model shoreline change and identify the locations of erosion and sedimentation. The sedimentation was occurred due to the effect of lowest wave spectra energy captured along the range direction while the erosion was occurred due to highest spectra energy captured near azimuth direction. 相似文献
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Rahimov Foteh Vaibhav Garg Bhaskar Ramchandra Nikam Madhusudan Y. Khadatare Shiv Prasad Aggarwal A. Senthil Kumar 《Journal of the Indian Society of Remote Sensing》2018,46(11):1893-1905
Reservoir sedimentation is the gradual accumulation of incoming sediments from upstream catchment leading to the reduction in useful storage capacity of the reservoir. Quantifying the reservoir sedimentation rate is essential for better water resources management. Conventional techniques such as hydrographic survey have limitations including time-consuming, cumbersome and costly. On the contrary, the availability of high resolution (both spatial and temporal) in public domain overcomes all these constraints. This study assessed Jayakwadi reservoir sedimentation using Landsat 8 OLI satellite data combined with ancillary data. Multi-date remotely sensed data were used to produce the water spread area of the reservoir, which was applied to compute the sedimentation rate. The revised live storage capacity of the reservoir between maximum and minimum levels observed under the period of analysis (2015–2017) was assessed utilizing the trapezoidal formula. The revised live storage capacity is assessed as 1942.258 against the designed capacity of 2170.935 Mm3 at full reservoir level. The total loss of reservoir capacity due to the sediment deposition during the period of 41 years (1975–2017) was estimated as 228.677 Mm3 (10.53%) which provided the average sedimentation rate of 5.58 Mm3 year1. As this technique also provides the capacity of the reservoir at the different elevation on the date of the satellite pass, the revised elevation–capacity curve was also developed. The sedimentation analysis usually provides the volume of sediment deposited and rate of the deposition. However, the interest of the reservoir authorities and water resources planner’s lies in sub-watershed-wise sediment yield, and the critical sub-watersheds upstream reservoir requires conservation, etc. Therefore, in the present study, Soil and Water Assessment Tool (SWAT) was used for the estimation of sediment yield of the reservoir. The average annual sediment yield obtained from the SWAT model using 36 years of data (1979–2014) was 13.144 Mm3 year?1 with the density of the soil (loamy and clay) of 1.44 ton m?3. The findings revealed that the rate of sedimentation obtained from the remote sensing-based methods is in agreement with the results of the hydrographic survey. 相似文献
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利用合成孔径雷达干涉测量的短基线技术对汶川震前的地表形变进行面状监测。获取的是日本卫星L波段的ALOS PALSAR传感器拍摄的卫星数据。在Gamma软件处理下,将2007年6月至2008年5月的时隔320 d的6景数据,利用stacking技术得到汶川震中地区在震前一年内的变形速率。变形特征表明,沿着汶茂断裂带呈“凸”字形分布特征,断裂带处最大隆升值达24 cm,断层两侧出现下降的趋势,在绵虒镇附近达到最大沉降值22 cm。与前人用D-InSAR所做出的研究结果相比,二者具有很好的一致性。 相似文献
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基于神经网络的建筑物沉降原因分析 总被引:1,自引:0,他引:1
在我们应用回归方法对建筑物沉降原因分析及沉降趋势的预测中,由于实际情况的复杂性及主观认识的局限性,这样所得的结果含有较多的人为因素,可能会与实际情况有所差异。针对这种情况,讨论了应用神经网络方法来发现和验证引起建筑物沉降的因素及对沉降趋势的预测。实例表明,该方法能取得较好的效果。 相似文献
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建筑工程项目在施工和运行阶段对其质量稳定性需要进行沉降观测,而沉降观测结果的质量直接影响到建筑工程质量的判断,本文对沉降观测成果的检查内容、方法和标准进行探讨. 相似文献
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针对雷达差分干涉测量技术(differential interferometry synthetic aperture radar,DInSAR)易受时空失相关、大气相位延迟等因素的影响,采用小基线集技术(small baseline subset,SBAS)对13景TerraSAR-X数据进行时序处理,估算并去除了残余数字高程模型误差、大气延迟误差和轨道误差,分析了研究区域2012-2013年沉降速率,发现2310和1301两工作面最大下沉速率分别为40 mm/a和50 mm/a;分析时序累计沉降值发现,2306、2308、2310这3个工作面在2012年11月15日之前地面沉降并不明显;在2310和1301工作面分别提取3个失相干现象表现较为缓慢的候选点进行时序分析,发现沉降值和时间成线性变化关系,且开采时间越早,其沉降特性越符合线性变化;将SBAS和DInSAR两种方法获得的累计沉降值进行差值分析,发现两种方法的差值在5 mm以内;在2310工作面走向方向和倾向方向选取若干观测点,并提取各观测点的时序沉降值对工作面时序沉降进行量化分析,实验表明SBAS-InSAR技术在矿区地表沉降监测与分析方面具有良好的应用前景。 相似文献
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AbstractThe main objective of this study is to investigate and monitor the landuse and morphological changes in the floodplain part of the Talar River, northern parts of Iran. In the present study, the aerial photographs have been used to produce landuse maps of the floodplain for three periods including 1968, 1994, and 2013. The quantitative analysis of the produced landuse maps showed that the floodplain has undergone substantial landuse changes. Moreover, the sediment bar and the beach area have been decreased about 97 and 90%, respectively, during the 45-year period. Substantial increases of 192 and 622% have been observed for orchards and residential areas, respectively. On the other hand, not only the forest and riparian vegetation were decreased but also the average width of river was decreased about 25.5 m. In addition, flow length of the study reach increased about 8 m. The RNCI was about ?0.7 m per year indicating sedimentation process. During the period of 1968–2013, Caspian Sea has retreated about 150 m and the delta of Talar River was changed. This study showed that morphological actions during first 26 years (1968–1994) were the stable and last 19 years had the change period, especially sedimentation (bar). 相似文献