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Horizontal Reference Network Densification by Multiple Free Stations 多自由站的水平参考网络密度化
Pub Date : 2023-11-01 DOI: 10.1061/jsued2.sueng-1461
Rovane Marcos de França, Ivandro Klein, Luis Augusto Koenig Veiga
Having available reference networks close to working areas minimizes error propagation and reduces costs to society when surveying or setting out engineering projects. The densification of reference networks using the Global Navigation Satellite System resulted in a more agile and cost-effective process. However, in locations with a signal obstruction or multipath—typical of urbanized areas—the solution is still to densify through direction and distance observations with total station. Traverse is the most widely applied among the conventional methods, although it has a higher error propagation. Triangulateration, in turn, is a method with higher redundancy and, therefore, less error propagation, but is also less productive, especially in urbanized areas. In this study, we present a new method for the densification of horizontal reference networks through multiple free stations, eliminating centering errors and allowing for unique and simultaneous adjustment of network points. To conduct an a priori quality analysis, the proposed method was compared with triangulateration and traverse methods considering the absolute confidence ellipses of network points; the relative confidence ellipses of the alignments; and the redundancy numbers of the observations in a simulated horizontal network. Although the redundancy of triangulateration guarantees higher reliability, the experiments showed that the multiple free stations method is more productive than traverse and triangulateration as it does not require the target points to be occupied. Besides that, it also provides better precision, that is, smaller confidence ellipses due to centering error elimination.
在工作区域附近拥有可用的参考网络可以最大限度地减少错误传播,并在测量或制定工程项目时降低社会成本。使用全球导航卫星系统的参考网络的密集化导致了一个更灵活和更具成本效益的过程。然而,在具有信号障碍或多路径的城市化地区,解决方案仍然是通过全站仪的方向和距离观测进行密集化。在传统方法中,遍历法是应用最广泛的方法,但它具有较高的误差传播。反过来,三角测量法是一种具有较高冗余度的方法,因此误差传播较少,但效率也较低,特别是在城市化地区。在这项研究中,我们提出了一种通过多个自由站进行水平参考网络密度化的新方法,消除了定心误差,并允许网络点的独特和同时调整。为了进行先验质量分析,考虑网络点的绝对置信度椭圆,将该方法与三角剖分法和遍历法进行比较;排列的相对置信椭圆;并给出了模拟水平网络中观测值的冗余数。虽然三角测量的冗余性保证了更高的可靠性,但实验表明,由于多自由站法不需要占用目标点,因此比导线和三角测量法的生产效率更高。此外,它还提供了更好的精度,即由于中心误差消除,更小的置信椭圆。
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引用次数: 0
Inaugural Editorial 首次编辑
Pub Date : 2023-11-01 DOI: 10.1061/jsued2.sueng-1475
Sergio Baselga
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引用次数: 0
Reviewers 评论家
Pub Date : 2023-02-01 DOI: 10.1061/(asce)su.1943-5428.0000417
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引用次数: 0
Indoor Map Boundary Correction Based on Normalized Total Least Squares of Condition Equation 基于条件方程归一化总最小二乘的室内地图边界校正
Pub Date : 2021-11-01 DOI: 10.1061/(ASCE)SU.1943-5428.0000359
Hangbin Wu, Han Yue, Jie Han, Songlin Zhang
AbstractIndoor high-precision maps are necessary for many applications, including robot navigation and location-based services. Raw indoor map boundaries are too irregular and coarse to be used in ...
在机器人导航和基于位置的服务等许多应用中,高精度地图是必不可少的。原始的室内地图边界太不规则和粗糙,不能用于…
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引用次数: 2
Lane Offset Survey for One-Lane Horizontal Curvatures Using Binocular Stereo Vision Measurement System 基于双目立体视觉测量系统的单车道水平曲率偏移测量
Pub Date : 2021-11-01 DOI: 10.1061/(ASCE)SU.1943-5428.0000370
Lexuan Liu
AbstractA disproportionate number of serious traffic accidents caused by lane offset occur at horizontal curvatures. Widely used methods for vehicle trajectory measurement, such as the vehicle posi...
车道偏移引起的严重交通事故在水平弯道处发生的比例过高。目前广泛应用的车辆轨迹测量方法包括:
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引用次数: 2
Performance of Atlas GNSS Global Correction Service for High-Accuracy Positioning Atlas GNSS全球校正服务的高精度定位性能
Pub Date : 2021-11-01 DOI: 10.1061/(ASCE)SU.1943-5428.0000372
L. Tavasci, Enrica Vecchi, S. Gandolfi
AbstractIn the last decade, a number of correction services for global navigation satellite systems (GNSS) precise positioning have been developed, mainly for offshore applications, based on a prec...
摘要在过去的十年中,全球导航卫星系统(GNSS)精确定位的校正服务已经开发出来,主要用于海上应用。
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引用次数: 1
Network-Aided Reduction of Slope Distances in Small-Scale Geodetic Control Networks 小尺度大地测量控制网中坡距的网助缩减
Pub Date : 2021-11-01 DOI: 10.1061/(ASCE)SU.1943-5428.0000375
M. Shirazian, M. Bagherbandi, H. Karimi
AbstractMost of the human-made infrastructures (e.g., dams) need very precise geodetic networks and constant monitoring to detect risks of failure and to plan civil engineering maintenance works. T...
摘要大多数人造基础设施(如水坝)需要非常精确的大地测量网络和持续的监测来检测故障风险并规划土木工程维护工作。T…
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引用次数: 1
Enhancement of Computational Efficiency for Weighted Total Least Squares 加权总最小二乘计算效率的提高
Pub Date : 2021-11-01 DOI: 10.1061/(ASCE)SU.1943-5428.0000373
Jianmin Wang, Wenshuai Yan, Qiong Zhang, Liming Chen
AbstractWeighted total least-squares (WTLS) adjustment is a rigorous method used for estimating parameters in the errors-in-variables (EIV) model. However, its computational efficiency is limited d...
摘要加权总最小二乘平差(WTLS)是一种用于误差变量(EIV)模型参数估计的严格方法。然而,它的计算效率是有限的。
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引用次数: 0
Use of GNSS-Derived PWV for Predicting the Path of Typhoon: Case Studies of Soulik and Kongrey in 2018 利用gnss衍生PWV预测台风路径:以2018年苏力克和孔格雷为例
Pub Date : 2021-11-01 DOI: 10.1061/(ASCE)SU.1943-5428.0000369
I. Kang, Jihye Park
AbstractThe progress of a typhoon can be investigated by analyzing the significant changes in precipitable water vapor (PWV) in the area of interest. In this study, PWV variations of two typhoons i...
摘要通过分析可降水量(PWV)的显著变化,可以了解台风的发展过程。在本研究中,两个台风的PWV变化。
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引用次数: 2
Virtual Observation Iteration Solution and A-Optimal Design Method for Ill-Posed Mixed Additive and Multiplicative Random Error Model in Geodetic Measurement 大地测量不适定混合加性与乘性随机误差模型的虚拟观测迭代解及a -优化设计方法
Pub Date : 2021-11-01 DOI: 10.1061/(ASCE)SU.1943-5428.0000363
Leyang Wang, Tao Chen
AbstractThe mixed additive and multiplicative random error model is a combination of the additive error random model and multiplicative random error model. Weakness is an attribute of the mixed add...
摘要加性与乘性混合随机误差模型是加性误差随机模型和乘性随机误差模型的结合。弱点是混合的属性。
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引用次数: 4
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Journal of Surveying Engineering-asce
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