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Journal of Surveying Engineering最新文献

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Potentially Misleading GPS Leveling–Based Assessment of Gravimetric Geoid or Quasigeoid Models due to Vertical Land Motion and Different GPS Processing Software 由于垂直地面运动和不同的GPS处理软件,基于重力大地水准或准大地水准模型的潜在误导GPS水准评估
IF 1.9 3区 工程技术 Q3 Engineering Pub Date : 2019-11-01 DOI: 10.1061/(asce)su.1943-5428.0000293
W. Featherstone, T. Lyon, J. McCubbine
AbstractGravimetric geoid or quasigeoid models are often evaluated using Global Positioning System (GPS) and leveling, but the veracity of these control data is not always considered. Using a preci...
摘要重力大地水准面或准大地水准面模型通常使用全球定位系统(GPS)和水准来评估,但通常不考虑这些控制数据的准确性。使用preci…
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引用次数: 4
Using Alternatives to Determine the Shallowest Depth for Bathymetric Charting: Case Study 使用备选方案确定水深图的最浅深度:案例研究
IF 1.9 3区 工程技术 Q3 Engineering Pub Date : 2019-11-01 DOI: 10.1061/(ASCE)SU.1943-5428.0000278
T. H. Mohammadloo, M. Snellen, D. Simons, B. Dierikx, S. Bicknese
Methods for gridding multibeam echo sounder (MBES) measurements to equidistant grids are proposed as alternatives to the shallowest measured depth, which is affected by outliers. The approaches considered use a combination of mean and standard deviation of soundings and the regression coefficient from the best fitted plane. These methods along with mean and shallowest depths were applied to two surveyed areas. Two issues were found to be of importance, that is, a proper distribution of soundings and low uncertainties in the depth measurements. Improper sampling excludes using the method employing regression coefficients. For flat areas, the shallowest measured depth was found to be highly influenced by measurement uncertainties, counteracted when using the mean depth. However, the mean depth underestimates the shallowest depth for areas with slopes. When correcting the mean depth for standard deviation, the effect of slopes is accounted for while the influence of measurement uncertainties is decreased compared to shallowest measured depth. Since the uncertainties are dependent on beam angle, depth, and measurement equipment, these issues need to be accounted for in survey planning.
提出了将多波束测深(MBES)测量数据网格化到等距网格的方法,以替代受离群值影响的最浅测量深度。所考虑的方法使用探测的平均值和标准差以及最佳拟合平面的回归系数的组合。这些方法与平均深度和最浅深度一起应用于两个调查区域。发现两个重要的问题,即合理的测深分布和深度测量的低不确定性。不适当的抽样排除使用回归系数的方法。对于平坦区域,发现最浅的测量深度受到测量不确定度的高度影响,在使用平均深度时被抵消。然而,对于有坡度的地区,平均深度低估了最浅深度。在对平均深度进行标准差校正时,考虑了坡度的影响,而与最浅测量深度相比,测量不确定性的影响减小了。由于不确定性取决于波束角度、深度和测量设备,因此需要在调查计划中考虑这些问题。
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引用次数: 4
Characteristic Analysis of 3D Outlier Detection Method for GNSS Network Adjustments GNSS网络平差三维离群点检测方法特征分析
IF 1.9 3区 工程技术 Q3 Engineering Pub Date : 2019-11-01 DOI: 10.1061/(asce)su.1943-5428.0000292
Ling Yang, Yufeng Nie, Yunzhong Shen
AbstractIn this study, characteristics of the outlier detection method for global navigation satellite systems (GNSS) network adjustments are discussed and alternative hypothesis models are propose...
本文讨论了用于全球导航卫星系统(GNSS)网络调整的异常值检测方法的特点,并提出了替代的假设模型。。。
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引用次数: 2
Gauss–Helmert Model for Total Station Positioning Directly in Geocentric Reference Frame Including GNSS Reference Points and Vertical Direction from Earth Gravity Model 包括GNSS参考点和地球重力模型垂直方向在内的地心参考系中全站仪直接定位的Gauss–Helmert模型
IF 1.9 3区 工程技术 Q3 Engineering Pub Date : 2019-11-01 DOI: 10.1061/(ASCE)SU.1943-5428.0000287
E. Osada, M. Owczarek-Wesołowska, K. Sośnica
AbstractThe Gauss–Helmert observational model is derived in this paper for total station positioning directly in geocentric reference frame including Global Navigation Satellite Systems (GNSS) meas...
本文推导了包括全球导航卫星系统(GNSS)测量在内的地心参考系中全站仪直接定位的高斯-赫尔默特观测模型。。。
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引用次数: 4
Three-Dimensional Displacement Fields from InSAR through Tikhonov Regularization and Least-Squares Variance Component Estimation 基于吉洪诺夫正则化和最小二乘方差分量估计的InSAR三维位移场
IF 1.9 3区 工程技术 Q3 Engineering Pub Date : 2019-11-01 DOI: 10.1061/(ASCE)SU.1943-5428.0000289
H. Mehrabi, B. Voosoghi, M. Motagh, R. Hanssen
AbstractSynthetic aperture radar interferometry (InSAR) measures the projection of three-dimensional (3D) ground displacement in the range direction and in the azimuth direction through image proce...
摘要合成孔径雷达干涉测量(InSAR)通过图像处理测量三维地面位移在距离方向和方位方向的投影。。。
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引用次数: 11
Precise Determination of Calibration Baseline Distances 精确确定校准基线距离
IF 1.9 3区 工程技术 Q3 Engineering Pub Date : 2019-11-01 DOI: 10.1061/(ASCE)SU.1943-5428.0000288
M. Zrinjski, Đuro Barković, Sergej Baričević
AbstractSome errors that affect the accuracy of electronic distance measurement (EDM) instruments can be determined in a laboratory, but most are detectable and measurable only on a calibration bas...
摘要影响电子距离测量(EDM)仪器精度的一些误差可以在实验室中确定,但大多数误差只能在校准系统中检测到和测量到。
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引用次数: 3
Calibration of a Six-Axis Robot for GNSS Antenna Phase Center Estimation 用于GNSS天线相位中心估计的六轴机器人标定
IF 1.9 3区 工程技术 Q3 Engineering Pub Date : 2019-11-01 DOI: 10.1061/(asce)su.1943-5428.0000291
D. Willi, S. Guillaume
AbstractWe show that the scatter of the coordinates of the tool of an uncalibrated KUKA model AGILUS KR 6 R900 sixx lies between 0.5 and 0.7 mm if the same point is approached several times with di...
摘要我们证明了未校准的KUKA模型AGILUS KR 6 R900 sixx的工具坐标的散射在0.5到0.7mm之间,如果用di。。。
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引用次数: 3
New Transition Curve Adapted to Railway Operational Requirements 适应铁路运行要求的新过渡曲线
IF 1.9 3区 工程技术 Q3 Engineering Pub Date : 2019-08-01 DOI: 10.1061/(ASCE)SU.1943-5428.0000284
W. Koc
AbstractThis paper points to the limited possibilities of improving the existing situation of transition curves used in geometric layouts of the railway track. Difficulties in the practical impleme...
【摘要】本文指出改善铁路轨道几何布置中过渡曲线现状的可能性有限。实际执行中的困难……
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引用次数: 14
Evaluation of the Online Positioning User Service for Processing Static GPS Surveys: OPUS-Projects, OPUS-S, OPUS-Net, and OPUS-RS 用于处理静态GPS测量的在线定位用户服务的评估:OPUS项目、OPUS-S、OPUS-Net和OPUS-RS
IF 1.9 3区 工程技术 Q3 Engineering Pub Date : 2019-08-01 DOI: 10.1061/(asce)su.1943-5428.0000280
D. Gillins, Darren Kerr, B. Weaver
AbstractThe National Geodetic Survey has developed four versions of the online positioning user service (OPUS) for postprocessing dual-frequency, static global positioning system (GPS) data. Each v...
国家大地测量局开发了四个版本的在线定位用户服务(OPUS),用于对双频静态全球定位系统(GPS)数据进行后处理。每个v。。。
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引用次数: 3
New Approach for Low-Cost TLS Target Measurement 低成本TLS目标测量的新方法
IF 1.9 3区 工程技术 Q3 Engineering Pub Date : 2019-08-01 DOI: 10.1061/(ASCE)SU.1943-5428.0000285
D. Lichti, C. Glennie, A. Jahraus, P. Hartzell
AbstractThe registration and calibration of data captured with terrestrial laser scanner (TLS) instruments can be effectively achieved using signalized targets comprising components of both high an...
摘要地面激光扫描仪(TLS)仪器捕获的数据的配准和校准可以使用信号目标有效地实现,信号目标包括高分辨率和高分辨率的组件。。。
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引用次数: 14
期刊
Journal of Surveying Engineering
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