变权组合预测模型在大坝沉降监测中的应用   总被引：1，自引：0，他引：1  

谢朋朋  黄腾  刘阳 《测绘工程》2015,(4):74-76

为探讨变权组合预测模型在变形监测中的应用,以监测某大坝沉降量为实例,研究基于线性回归预测模型和灰色模型GM(1,1)的变权组合。通过预测该大坝坝内沉降量,比较两种单一预测模型和变权组合预测模型的预测误差平方和,证明变权组合预测模型在沉降预测中具有更好的预测精度。  相似文献   

改进的灰色模型在高铁沉降预测中的应用     

明祖涛  刘军  夏力  黄文华 《测绘科学》2015,40(4):137-140

针对目前灰色模型在高速铁路沉降预测中存在的不足之处,该文提出了一种通过改善原始数据序列的光滑度来提高灰色模型预测精度的方法,并结合实例,验证了改进灰色模型在高速铁路沉降预测中的可行性,为今后高速铁路的沉降预测评估提供了更多的参考和借鉴。  相似文献   

基于纵横断面的机载雷达点云数据滤波     

黄迟  张汉德  范学炜  纪红如 《测绘科学》2015,(11):34-38

针对现有基于坡度滤波的改进方法难以同时提升滤波速度与精度的问题,文章提出了一种基于纵横断面的机载LiDAR点云数据滤波方法。该方法视测区为多个断面构成,以行(列)为滤波基本单位,兼顾高程突变的方向信息,分别从纵横断面以基于坡度的判据进行滤波处理,可同时提高计算速度与结果精度。实验结果表明,该算法计算速度快,并且对于不同特征的地形都能取得较好的滤波效果。  相似文献   

基于席尔宾斯基垫片的GIS矢量数据置乱方法     

吴雪荣  李安波  吴赛松  蒋伟  周卫 《测绘科学》2015,(9)

为提高GIS矢量数据在数据传输过程中的隐蔽性,该文结合分形模型席尔宾斯基垫片变换技术,通过对要素点集合中每个点的位置进行置乱处理,实现了一种针对GIS线面图层数据的置乱方法,并基于置乱度的置乱效果评价方法,明确了置乱效果与分形维数之间的正相关关系。实验表明:该方法保持了有效的数据格式和整体形态的相似性,具有较好的隐蔽性和迷惑性;在满足处理效率和隐蔽性应用需求的前提下,可有效保障矢量地理数据在数据传输、数据托管服务、封装存储中的安全性。  相似文献   

利用先验对流层延迟约束加快PPP重新收敛方法     

宋超  郝金明  张鹤 《测绘科学技术学报》2015,(5):441-444

针对卫星信号中断后PPP需要重新收敛的问题,根据对流层延迟参数在短期内变化不大的特点,利用PPP中断前估计的比较精确的对流层延迟参数作为先验信息,提出了一种附加先验对流层信息约束的PPP模型加快PPP的重新收敛。实验结果表明,附加先验对流层信息约束模型的PPP重新收敛过程明显快于传统模型。附加先验对流层延迟信息的标准差越小,约束条件越强,PPP的重新收敛就越快。  相似文献   

地表水渗漏对娘子关岩溶泉泉水水质的影响   总被引：2，自引：2，他引：0       下载免费PDF全文

NULL 《水文》2015,35(5):41-45

娘子关泉水作为阳泉市主要的供水水源,受特定地质结构与人为污染等因素的影响,水质呈现逐年恶化的趋势,部分组分含量目前已处于超标或临界超标状态。在分析泉域岩溶水系统地质结构基础上,通过泉域内各主要河流渗漏量实测与水化学测定,采用物理混合方法评价河流渗漏途径对娘子关泉水水质的污染影响程度。  相似文献   

Winter cover crops in Dutch maize fields: Variability in quality and its drivers assessed from multi-temporal Sentinel-2 imagery     

《International Journal of Applied Earth Observation and Geoinformation》2020

Planting a cover crop between the main cropping seasons is an agricultural management measure with multiple potential benefits for sustainable food production. In the maize production system of the Netherlands, an effective establishment of a winter cover crop is important for reducing nitrogen leaching to groundwater. Cover crop establishment after maize cultivation is obliged by law for sandy soils and consequently implemented on nearly all maize fields, but the winter-time vegetative ground cover varies significantly between fields. The objectives of this study are to assess the variability in winter vegetative cover and evaluate to what extent this variability can be explained by the timing of cover crop establishment and weather conditions in two growing seasons (2017–2018). We used Sentinel-2 satellite imagery to construct NDVI time series for fields known to be cultivated with maize within the province of Overijssel. We fitted piecewise logistic functions to the time series in order to estimate cover crop sowing date and retrieve the fitted NDVI value for 1 December (NDVI_Dec). We used NDVI_Dec to represent the quality of cover crop establishment at the start of the winter season. The Sentinel-2 estimated sowing dates compared reasonably with ground reference data for eight fields (RMSE = 6.6 days). The two analysed years differed considerably, with 2018 being much drier and warmer during summer. This drought resulted in an earlier estimated cover crop sowing date (on average 19 days) and an NDVI_Dec value that was 0.2 higher than in 2017. Combining both years and all fields, we found that Sentinel-2 retrieved sowing dates could explain 55% of the NDVI_Dec variability. This corresponded to a positive relationship (R² = 0.50) between NDVI_Dec and the cumulative growing degree days (GDD) between sowing date and 1 December until reaching 400 GDD. Based on cumulative GDD derived from two weather stations within Overijssel, we found that on average for the past three decades a sowing date of 19 September (± 7 days) allowed to attain these 400 GDD; this provides support for the current legislation that states that from 2019 onwards a cover crop should be sown before 1 October. To meet this deadline, while simultaneously ascertaining a harvest-ready main crop, in practice implies that undersowing of the cover crop during spring will gain importance. Our results show that Sentinel-2 NDVI time series can assess the effectiveness and timing of cover crop growth for small agricultural fields, and as such has potential to inform regulatory frameworks as well as farmers with actionable information that may help to reduce nitrogen leaching.  相似文献   

The potential of Pléiades images with high angle of incidence for reconstructing the coastal cliff face in Normandy (France)     

《International Journal of Applied Earth Observation and Geoinformation》2020

To monitor chalk cliff face along the Normandy coast (NW France) which is prone to erosion, we tested the potential of cliff face 3D reconstruction using pairs of images with high angle of incidence at different dates from the agile Pléiades satellites. The verticality aspect of the cliff face brings difficulties in the 3D reconstruction process. Furthermore, the studied area is challenging mainly because the cliff face is north-oriented (shadow). Pléiades images were acquired over several days (multi-date stereoscopic method) with requested incidence angles until 40°. 3D reconstructions of the cliff face were compared using two software: ASP® and ERDAS IMAGINE®. Our results are twofold. Firstly, despite ASP® provides denser point clouds than ERDAS IMAGINE® (an average of 1.60 points/m² from 40° incidence angle stereoscopic pairs on the whole cliff face of Varengeville-sur-Mer against 0.77 points/m² respectively), ERDAS IMAGINE® provides more reliable point clouds than ASP® (precision assessment on the Varengeville-sur-Mer cliff face of 0.31 m ± 2.53 and 0.39 m ± 4.24 respectively), with a better spatial distribution over the cliff face and a better representation of the cliff face shape. Secondly, the quality of 3D reconstructions depends mostly on the amount of noise from raw images and on the shadow intensity on the cliff face (radiometric quality of images).  相似文献   

CMD180T型钻机在尚义地热井施工中的应用          下载免费PDF全文

王雷浩  李光宏  石逊  殷邈 《探矿工程》2020,47(1):58-61

经物探分析在河北省张家口尚义县大青沟镇南海子村东南1.0 km存在深部断裂构造，为了寻找开发坝上地区地热资源，决定在该位置施工一口2000 m深地热井，即穿过该断裂构造寻找导水通道，完成地热井施工任务。施工中采用了CMD180T型钻机，该钻机采用了先进的全液压传动系统，自动化程度高，性能优异，可大大降低操作人员的劳动强度且易于搬迁、易于操作。其优势在这次地热井工程施工过程中得到了充分的体现。  相似文献   

Seismic responses of postyield hardening single–degree-of-freedom systems incorporating high-strength elastic material     

Hanlin Qiang  Peng Feng  Zhe Qu 《地震工程与结构动力学》2019,48(6):611-633

It is widely accepted that ductility design improves the seismic capacity of structures worldwide. Nevertheless, inelastic deformation allows serious damage to occur in structures. Previous studies have shown that a certain level of postyield stiffness may reduce both the peak displacement and residual deformation of a structure. In recent years, several high-strength elastic materials, such as fiber-reinforced polymer (FRP) and high-strength steel bars, have been developed. Application of these materials can easily provide a structure with a much higher and more stable postyield stiffness. Many materials, members, and structures that incorporate both high-strength elastic materials and conventional materials show significant postyield hardening (PYH) behaviors. The significant postyield stiffness of PYH structures can help effectively reduce both peak and residual deformations, providing a choice when designing resilient structures. However, the findings of previous studies of structures with elastic-perfectly plastic (EPP) behavior or small postyield stiffness may not be accurate for PYH structures. The postyield stiffness of a structure must be considered an important primary structural parameter, in addition to initial stiffness, yielding strength, and ductility. In this paper, extensive time history and statistical analyses are carried out for PYH single–degree-of-freedom (SDOF) systems. The mean values and coefficients of variation of the peak displacement and residual deformation are obtained and discussed. A new R-μ_p-T-α relationship and damage index for PYH structures are proposed. A theoretical model for the calculation of residual deformation is also established. These models provide a basis for developing the appropriate seismic design and performance evaluation procedures for PYH structures.  相似文献