Reports on Geodesy and Geoinformatics最新文献_第8页

Evaluating the Accuracy of Determining Coordinates of a Corner of a Building Measured in the RTN GNSS Mode, Having Applied the Innovative Algorithm of Vector Translation 应用创新的矢量平移算法评价RTN GNSS模式下建筑物角点坐标确定精度

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Reports on Geodesy and Geoinformatics Pub Date : 2017-06-27 DOI: 10.1515/rgg-2017-0002

Robert Krzyżek

{"title":"Evaluating the Accuracy of Determining Coordinates of a Corner of a Building Measured in the RTN GNSS Mode, Having Applied the Innovative Algorithm of Vector Translation","authors":"Robert Krzyżek","doi":"10.1515/rgg-2017-0002","DOIUrl":"https://doi.org/10.1515/rgg-2017-0002","url":null,"abstract":"Abstract The study evaluates the accuracy of determining coordinates of a corner of a building measured in the RTN GNSS mode (Real Time Network Global Navigation Satellite System) using the method of line-line intersection and having applied the algorithm of vector translation, developed by the author. The performed analysis of accuracy proved a high precision in determining the points subjected to studies. An important factor in the formation of a mean error regarding the position of the corner of a building, having used the algorithm of vector translation, is the assumption of correctness of the reference points, i.e. the so-called base points, determined in the RTN GNSS mode. In this case, the base points take the role of measurement control points. The mean error of the position of the corner of a building, taking into account the innovative solution, is at the level of several centimeters. The study results presented in the article allow to positively evaluate the algorithm of vector translation in terms of accuracy of determining the position of a corner of a building, measured in real time.","PeriodicalId":42010,"journal":{"name":"Reports on Geodesy and Geoinformatics","volume":"12 1","pages":"10 - 21"},"PeriodicalIF":0.7,"publicationDate":"2017-06-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"77733710","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 3

Intended Use of a Building in Terms of Updating the Cadastral Database and Harmonizing the Data with other Public Records 在更新地籍数据库及与其他公共记录协调数据方面，建筑物的预期用途

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Reports on Geodesy and Geoinformatics Pub Date : 2017-06-27 DOI: 10.1515/rgg-2017-0007

M. Buśko

{"title":"Intended Use of a Building in Terms of Updating the Cadastral Database and Harmonizing the Data with other Public Records","authors":"M. Buśko","doi":"10.1515/rgg-2017-0007","DOIUrl":"https://doi.org/10.1515/rgg-2017-0007","url":null,"abstract":"Abstract According to the original wording of the Regulation on the register of land and buildings of 2001, in the real estate cadastre there was one attribute associated with the use of a building structure - its intended use, which was applicable until the amendment to the Regulation was introduced in 2013. Then, additional attributes were added, i.e. the type of the building according to the Classification of Fixed Assets (KST), the class of the building according to the Polish Classification of Types of Constructions (PKOB) and, at the same time, the main functional use and other functions of the building remained in the Regulation as well. The record data on buildings are captured for the real estate cadastre from other data sets, for example those maintained by architectural and construction authorities. At the same time, the data contained in the cadastre, after they have been entered or changed in the database, are transferred to other registers, such as tax records, or land and mortgage court registers. This study is the result of the analysis of the laws applicable to the specific units and registers. A list of discrepancies in the attributes occurring in the different registers was prepared. The practical part of the study paid particular attention to the legal bases and procedures for entering the function of a building in the real estate cadastre, which is extremely significant, as it is the attribute determining the property tax basis.","PeriodicalId":42010,"journal":{"name":"Reports on Geodesy and Geoinformatics","volume":"5 1","pages":"78 - 93"},"PeriodicalIF":0.7,"publicationDate":"2017-06-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"78684216","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 11

An Example and Analysis for Ambiguity Resolution in the Indoor ZigBee Positioning System 室内ZigBee定位系统模糊度解决实例及分析

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Reports on Geodesy and Geoinformatics Pub Date : 2017-06-27 DOI: 10.1515/rgg-2017-0001

J. Janicka, J. Rapiński

引用次数: 5

The New Approach of Using Image and Range Based Methods for Quality Control of Dimension Stone 基于图像和距离的尺寸石质量控制新方法

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Reports on Geodesy and Geoinformatics Pub Date : 2017-06-27 DOI: 10.1515/rgg-2017-0006

V. Levytskyi

引用次数: 4

Investigation of Changes of the Kinematic Parameters of Antarctic Tectonic Plate Using Data Observations of Permanent GNSS Stations 利用GNSS永久站观测资料研究南极构造板块运动参数变化

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Reports on Geodesy and Geoinformatics Pub Date : 2017-06-27 DOI: 10.1515/rgg-2017-0010

K. Tretyak, Al-Alusi Forat, Y. Holubinka

引用次数: 1

Remote Sensing to Estimate Saturation Differences of Chosen Building Materials Using Terrestrial Laser Scanner 利用地面激光扫描仪遥感估算选定建筑材料的饱和度差

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Reports on Geodesy and Geoinformatics Pub Date : 2017-06-27 DOI: 10.1515/rgg-2017-0008

C. Suchocki, J. Katzer, A. Panuś

{"title":"Remote Sensing to Estimate Saturation Differences of Chosen Building Materials Using Terrestrial Laser Scanner","authors":"C. Suchocki, J. Katzer, A. Panuś","doi":"10.1515/rgg-2017-0008","DOIUrl":"https://doi.org/10.1515/rgg-2017-0008","url":null,"abstract":"Abstract Terrestrial Laser Scanner (TLS) method which is commonly used for geodetic applications has a great potential to be successfully harnessed for multiple civil engineering applications. One of the most promising uses of TLS in construction industry is remote sensing of saturation of building materials. A research programme was prepared in order to prove that harnessing TLS for such an application is viable. Results presented in the current paper are a part of a much larger research programme focused on harnessing TLS for remote sensing of saturation of building materials. The paper describes results of the tests conducted with an impulse scanner Leica C-10. Tests took place both indoors (in a stable lab conditions) and outdoors (in a real environment). There were scanned specimens of the most popular building materials in Europe. Tested specimens were dried and saturated (including capillary rising moisture). One of the tests was performed over a period of 95 hours. Basically, a concrete specimen was scanned during its setting and hardening. It was proven that absorption of a laser signal is influenced by setting and hardening of concrete. Outdoor tests were based on scanning real buildings with partially saturated facades. The saturation assessment was based on differences of values of intensity. The concept proved to be feasible and technically realistic.","PeriodicalId":42010,"journal":{"name":"Reports on Geodesy and Geoinformatics","volume":"15 ","pages":"105 - 94"},"PeriodicalIF":0.7,"publicationDate":"2017-06-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"72555386","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 12

Survey of the Urban Bell in the Belfry of St. Trinity Church in Krosno 克罗斯诺圣三一教堂钟楼城市钟的调查

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Reports on Geodesy and Geoinformatics Pub Date : 2017-06-27 DOI: 10.1515/rgg-2017-0004

Grzegorz Oleniacz, I. Skrzypczak, L. Ślęczka, Tomasz Świętoń, M. Rymar

引用次数: 6

The Geodetic Monitoring of the Engineering Structure – A Practical Solution of the Problem in 3D Space 工程结构的大地测量监测——三维空间问题的实用解决方案

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Reports on Geodesy and Geoinformatics Pub Date : 2016-12-30 DOI: 10.1515/rgg-2016-0024

D. Filipiak-Kowszyk, A. Janowski, W. Kaminski, Karolina Makowska, J. Szulwic, K. Wilde

{"title":"The Geodetic Monitoring of the Engineering Structure – A Practical Solution of the Problem in 3D Space","authors":"D. Filipiak-Kowszyk, A. Janowski, W. Kaminski, Karolina Makowska, J. Szulwic, K. Wilde","doi":"10.1515/rgg-2016-0024","DOIUrl":"https://doi.org/10.1515/rgg-2016-0024","url":null,"abstract":"Abstract The study raises the issues concerning the automatic system designed for the monitoring of movement of controlled points, located on the roof covering of the Forest Opera in Sopot. It presents the calculation algorithm proposed by authors. It takes into account the specific design and location of the test object. High forest stand makes it difficult to use distant reference points. Hence the reference points used to study the stability of the measuring position are located on the ground elements of the sixmeter-deep concrete foundations, from which the steel arches are derived to support the roof covering (membrane) of the Forest Opera. The tacheometer used in the measurements is located in the glass body placed on a special platform attached to the steel arcs. Measurements of horizontal directions, vertical angles and distances can be additionally subject to errors caused by the laser beam penetration through the glass. Dynamic changes of weather conditions, including the temperature and pressure also have a significant impact on the value of measurement errors, and thus the accuracy of the final determinations represented by the relevant covariance matrices. The estimated coordinates of the reference points, controlled points and tacheometer along with the corresponding covariance matrices obtained from the calculations in the various epochs are used to determine the significance of acquired movements. In case of the stability of reference points, the algorithm assumes the ability to study changes in the position of tacheometer in time, on the basis of measurements performed on these points.","PeriodicalId":42010,"journal":{"name":"Reports on Geodesy and Geoinformatics","volume":"32 1","pages":"1 - 14"},"PeriodicalIF":0.7,"publicationDate":"2016-12-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"82886513","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 9

A Comparative Study of Precise Point Positioning (PPP) Accuracy Using Online Services 基于在线服务的精确点定位(PPP)精度比较研究

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Reports on Geodesy and Geoinformatics Pub Date : 2016-12-01 DOI: 10.1515/rgg-2016-0025

M. Malinowski, J. Kwiecień

{"title":"A Comparative Study of Precise Point Positioning (PPP) Accuracy Using Online Services","authors":"M. Malinowski, J. Kwiecień","doi":"10.1515/rgg-2016-0025","DOIUrl":"https://doi.org/10.1515/rgg-2016-0025","url":null,"abstract":"Abstract Precise Point Positioning (PPP) is a technique used to determine the position of receiver antenna without communication with the reference station. It may be an alternative solution to differential measurements, where maintaining a connection with a single RTK station or a regional network of reference stations RTN is necessary. This situation is especially common in areas with poorly developed infrastructure of ground stations. A lot of research conducted so far on the use of the PPP technique has been concerned about the development of entire day observation sessions. However, this paper presents the results of a comparative analysis of accuracy of absolute determination of position from observations which last between 1 to 7 hours with the use of four permanent services which execute calculations with PPP technique such as: Automatic Precise Positioning Service (APPS), Canadian Spatial Reference System Precise Point Positioning (CSRS-PPP), GNSS Analysis and Positioning Software (GAPS) and magicPPP - Precise Point Positioning Solution (magicGNSS). On the basis of acquired results of measurements, it can be concluded that at least two-hour long measurements allow acquiring an absolute position with an accuracy of 2-4 cm. An evaluation of the impact on the accuracy of simultaneous positioning of three points test network on the change of the horizontal distance and the relative height difference between measured triangle vertices was also conducted. Distances and relative height differences between points of the triangular test network measured with a laser station Leica TDRA6000 were adopted as references. The analyses of results show that at least two hours long measurement sessions can be used to determine the horizontal distance or the difference in height with an accuracy of 1-2 cm. Rapid products employed in calculations conducted with PPP technique reached the accuracy of determining coordinates on a close level as in elaborations which employ Final products.","PeriodicalId":42010,"journal":{"name":"Reports on Geodesy and Geoinformatics","volume":"21 1","pages":"15 - 31"},"PeriodicalIF":0.7,"publicationDate":"2016-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"75344710","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 16

Investigation on Reflection of Tectonic Pattern in ASG EUPOS Data in the Sudetes and Adjacent Areas 苏台德及其邻区ASG EUPOS资料反映构造格局的研究

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Reports on Geodesy and Geoinformatics Pub Date : 2016-12-01 DOI: 10.1515/rgg-2016-0026

Z. Szczerbowski

{"title":"Investigation on Reflection of Tectonic Pattern in ASG EUPOS Data in the Sudetes and Adjacent Areas","authors":"Z. Szczerbowski","doi":"10.1515/rgg-2016-0026","DOIUrl":"https://doi.org/10.1515/rgg-2016-0026","url":null,"abstract":"Abstract The GNSS data evaluated from on observation of ASG EUPOS stations in the Sudety Mts. and in adjacent areas is analyzed by the author in the scope of disturbances in daily solutions that can be induced by tectonics stress. The daily position changes derived from GNSS data demonstrate the long or short term trends, which are affected by offsets of different nature. Author presents an analysis based on frequency of parameter – displacement vector azimuth. The aim of the analysis is to show statistical significance of observed small values of temporal displacements, which values are not normally distributed. There are “outliers” of the normal distribution of displacement azimuths, which values show a certain reproducibility, which corresponds to orientations of tectonic lines. That suggests small, short time movements along boundaries of horsts and grabens – a crustal-extension structure of the area. However derived results (values of displacements) are less than a limitation error, temporal distributions of coordinates are not random as usually data errors. So in author’s opinion the spatial-temporal evolution of horizontal displacements of ASG EUPOS stations in the Sudety Mts. and in adjacent areas are determined by expressions of underlying geological structures.","PeriodicalId":42010,"journal":{"name":"Reports on Geodesy and Geoinformatics","volume":"25 1","pages":"32 - 51"},"PeriodicalIF":0.7,"publicationDate":"2016-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"91164437","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 2