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Amphibious Uncrewed Ground Vehicle for Coastal Surfzone Survey 海岸带勘测两栖无人地面车辆
IF 1.9 3区 工程技术 Q3 Engineering Pub Date : 2023-01-01 DOI: 10.1061/jsued2.sueng-1381
A. Bak, P. Durkin, B. Bruder, Matthew J. Saenz, M. Forte, K. Brodie
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引用次数: 0
Tolerance for Growing Errors of Observations as a Measure Describing Global Robustness of Msplit Estimation and Providing New Information on Other Methods 作为描述Msplit估计全局鲁棒性和为其他方法提供新信息的观测值增长误差容忍度度量
IF 1.9 3区 工程技术 Q3 Engineering Pub Date : 2023-01-01 DOI: 10.1061/jsued2.sueng-1451
R. Duchnowski, P. Wyszkowska
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引用次数: 0
Investigating the Congruence between Gravimetric Geoid Models over India 印度大地水准面重力模型的一致性研究
IF 1.9 3区 工程技术 Q3 Engineering Pub Date : 2023-01-01 DOI: 10.1061/jsued2.sueng-1382
R. Goyal, S. Claessens, W. Featherstone, O. Dikshit
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引用次数: 0
Iterative Optimization Adjustment Method for Ballastless Track Irregularity of High-Speed Railway 高速铁路无砟轨道不平顺度的迭代优化调整方法
IF 1.9 3区 工程技术 Q3 Engineering Pub Date : 2022-11-01 DOI: 10.1061/(asce)su.1943-5428.0000406
Yangtenglong Li, Ping Wang, Minyi Cen, Qing He
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引用次数: 2
Houston GNSS Network for Subsidence and Faulting Monitoring: Data Analysis Methods and Products 休斯顿全球导航卫星系统沉降和故障监测网络:数据分析方法和产品
IF 1.9 3区 工程技术 Q3 Engineering Pub Date : 2022-11-01 DOI: 10.1061/(asce)su.1943-5428.0000399
Guoquan Wang, Ashley Greuter, Christina M. Petersen, M. Turco
Harris-Galveston Subsidence District (HGSD), in collaboration with several other agencies, has been operating a dense Global Navigation Satellite System (GNSS) network for subsidence and faulting monitoring within the Greater Houston region since the early 1990s. The GNSS network is designated HoustonNet, comprising approximately 250 permanent GNSS stations as of 2021. This paper documents the methods used to produce position time series, transform coordinates from the global to regional reference frames, identify outliers and steps, analyze seasonal movements, and estimate site velocities and uncertainties. The GNSS positioning methods presented in this paper achieve 2–4-mm RMS accuracy for daily positions in the north–south and east–west directions and 5–8-mm accuracy in the vertical direction within the Greater Houston region. Five-year or longer continuous observations are able to achieve submillimeter-per-year uncertainties (95% confidence interval) for both horizontal and vertical site velocities. Two decades of GNSS observations indicate that Katy in Fort Bend County, Jersey Village in northwestern Harris County, and The Woodlands in southern Montgomery County have been the areas most affected by subsidence (1–2 cm=year) since the 2000s; the overall subsidence rate and the size of subsiding area (>5 mm=year) have been decreasing as a result of the groundwater regulations enforced by HGSD and other local agencies. HoustonNet data and products are released to the public through HGSD. The primary products are the daily East-North-Up (ENU) position time series and site velocities with respect to the International GNSS Service (IGS) Reference Frame 2014 (IGS14), the stable Gulf of Mexico Reference Frame (GOM20), and the stable Houston Reference Frame (Houston20). The ENU position time series with respect to Houston20 are recommended for delineating subsidence and faulting within the Greater Houston region. The ENU time series with respect to GOM20 are recommended for studying subsidence and faulting within the Gulf coastal plain and sea-level changes along the Gulf Coast. The entire HoustonNet data set is reprocessed every a few years with updated positioning software, IGS and regional reference frames, and data analysis tools. We recommend that users use the most recent release of HoustonNet data products and avoid mixing old and new positions. DOI: 10.1061/ (ASCE)SU.1943-5428.0000399. This work is made available under the terms of the Creative Commons Attribution 4.0 International license, https://creativecommons.org/licenses/by/4.0/. Author keywords: Faulting; Global navigation satellite system (GNSS); Houston; Reference frame; Seasonal motion; Subsidence.
哈里斯-加尔维斯顿下沉区(HGSD)与其他几个机构合作,自20世纪90年代初以来,一直在大休斯顿地区运营一个密集的全球导航卫星系统(GNSS)网络,用于下沉和断层监测。该GNSS网络被命名为HoustonNet,截至2021年,由大约250个永久GNSS站组成。本文记录了用于产生位置时间序列,将坐标从全球参考框架转换为区域参考框架,识别异常值和步骤,分析季节运动以及估计站点速度和不确定性的方法。本文提出的GNSS定位方法在大休斯顿地区南北和东西方向每日定位的RMS精度为2 - 4 mm,垂直方向定位的RMS精度为5 - 8 mm。5年或更长时间的连续观测能够达到每年亚毫米的水平和垂直站点速度的不确定性(95%置信区间)。二十年的GNSS观测表明,自2000年代以来,本德堡县的Katy、哈里斯县西北部的泽西村和蒙哥马利县南部的Woodlands是受沉降影响最大的地区(1-2厘米=年);由于HGSD和其他地方机构执行的地下水法规,总体沉降率和沉降面积(bbb50 mm=年)一直在减少。休斯顿网的数据和产品通过HGSD向公众发布。主要产品是相对于国际GNSS服务(IGS)参考框架2014 (IGS14)、稳定的墨西哥湾参考框架(GOM20)和稳定的休斯顿参考框架(Houston20)的每日东-北-上(ENU)位置时间序列和站点速度。关于休斯顿20的ENU位置时间序列被推荐用于描绘大休斯顿地区的沉降和断层。关于GOM20的ENU时间序列被推荐用于研究墨西哥湾沿岸平原内的沉降和断层以及墨西哥湾沿岸的海平面变化。整个休斯顿网的数据集每隔几年就会用更新的定位软件、IGS和区域参考框架以及数据分析工具重新处理一次。我们建议用户使用最新发布的HoustonNet数据产品,避免新旧头寸混用。Doi: 10.1061/ (asce) su.1943-5428.0000399。本作品在知识共享署名4.0国际许可协议(https://creativecommons.org/licenses/by/4.0/)下提供。关键词:断裂;全球卫星导航系统;休斯敦;参考系;季节性运动;沉降。
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引用次数: 2
Dam Settlement Prediction Based on Random Error Extraction and Multi-Input LSTM Network 基于随机误差提取和多输入LSTM网络的大坝沉降预测
IF 1.9 3区 工程技术 Q3 Engineering Pub Date : 2022-08-01 DOI: 10.1061/(asce)su.1943-5428.0000400
Yaming Xu, Pai Pan, C. Xing
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引用次数: 1
High-Precision Trigonometric Leveling Based on Correction with Atmospheric Refraction Coefficient Model 基于大气折射系数模型校正的高精度三角高程测量
IF 1.9 3区 工程技术 Q3 Engineering Pub Date : 2022-08-01 DOI: 10.1061/(asce)su.1943-5428.0000401
Lianhuan Wei, Jiaqi Zhang, Meng Ao, Shanjun Liu, Yachun Mao
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引用次数: 0
First Assessment Results of Surveying Engineering Labs in Immersive and Interactive Virtual Reality 沉浸式交互虚拟现实测量工程实验室首次评估结果
IF 1.9 3区 工程技术 Q3 Engineering Pub Date : 2022-02-01 DOI: 10.1061/(asce)su.1943-5428.0000388
D. Bolkas, Jeffrey Chiampi, J. Fioti, Donovan Gaffney
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引用次数: 9
Erratum for “New First-Order Approximate Precision Estimation Method for Parameters in an Errors-in-Variables Model” by Jie Han, Songlin Zhang, and Jingchang Li 韩、张松林、李景昌“变量误差模型中参数的一阶近似精度估计新方法”勘误表
IF 1.9 3区 工程技术 Q3 Engineering Pub Date : 2022-02-01 DOI: 10.1061/(asce)su.1943-5428.0000378
Jie Han, Songlin Zhang, Jingchang Li
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引用次数: 0
The 95% Confidence Interval for GNSS-Derived Site Velocities GNSS衍生站点速度的95%置信区间
IF 1.9 3区 工程技术 Q3 Engineering Pub Date : 2022-02-01 DOI: 10.1061/(asce)su.1943-5428.0000390
Guoquan Wang
Linear trends, or site velocities, derived from global navigation satellite system (GNSS) positional time series have been commonly applied to site stability assessments, structural health monitoring, sea-level rise, and coastal submergence studies. The uncertainty of the velocity has become a big concern for stringent users targeting structural or ground deformation at a few millimeters per year. GNSSderived positional time series are autocorrelated. Consequently, conventional methods for calculating the standard errors of the linear trends result in unrealistically small uncertainties. This article presents an approach to accounting for the autocorrelation with an effective sample size (Neff). A robust methodology has been developed to determine the 95% confidence interval (95%CI) for the site velocities. It is found that the 95%CI fits an inverse power-law relationship over the time span of the time series (vertical direction: 95%CI 1⁄4 5.2T−1.25; east–west or north–south directions: 95%CI 1⁄4 1.8T−1.0). For static GNSS monitoring projects, continuous observations longer than 2.5 and 4 years are recommended to achieve a 95%CI below 1 mm=year for the horizontal and vertical site velocities, respectively; continuous observations longer than 7 years are recommended to achieve a 95%CI below 0.5 mm=year for the vertical land movement rate (subsidence or uplift). The 95%CI from 7-year GNSS time series is equivalent to the 95%CI of the sea-level trend derived from 60-year tide gauge observations. The method and the empirical formulas developed through this study have the potential for broad applications in geosciences, sea-level and coastal studies, and civil and surveying engineering. DOI: 10.1061/(ASCE)SU.1943-5428.0000390. © 2021 American Society of Civil Engineers. Author keywords: Autoregressive model; Effective sample size; Global navigation satellite system (GNSS); Linear trend; Site velocity; Sea-level rise; Uncertainty; 95% confidence interval.
根据全球导航卫星系统(GNSS)位置时间序列得出的线性趋势或站点速度通常应用于站点稳定性评估、结构健康监测、海平面上升和海岸淹没研究。对于以每年几毫米的结构或地面变形为目标的严格用户来说,速度的不确定性已经成为一个大问题。GNSS导出的位置时间序列是自相关的。因此,用于计算线性趋势的标准误差的传统方法导致不切实际的小不确定性。本文提出了一种利用有效样本量(Neff)来解释自相关的方法。已经开发了一种稳健的方法来确定现场速度的95%置信区间(95%CI)。研究发现,95%置信区间在时间序列的时间跨度上符合逆幂律关系(垂直方向:95%置信区间1⁄4 5.2T−1.25;东-西或北-南方向:95%可信区间1⁄4 1.8T−1.0)。对于静态GNSS监测项目,建议进行2.5年和4年以上的连续观测,以分别实现水平和垂直现场速度低于1毫米=年的95%置信区间;建议进行7年以上的连续观测,以实现垂直地面移动速率(沉降或隆起)低于0.5毫米=年的95%置信区间。全球导航卫星系统7年时间序列的95%置信区间相当于60年验潮仪观测得出的海平面趋势的95%置信度。通过这项研究开发的方法和经验公式在地球科学、海平面和海岸研究以及土木和测量工程中具有广泛应用的潜力。DOI:10.1061/(ASCE)SU.1943-5428.0000390。©2021美国土木工程师学会。作者关键词:自回归模型;有效样本量;全球导航卫星系统;线性趋势;场地速度;海平面上升;不确定性;95%置信区间。
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引用次数: 6
期刊
Journal of Surveying Engineering
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