Pub Date : 2021-01-01DOI: 10.15292/geodetski-vestnik.2021.04.513-532
Melita Ulbl, A. Muhič
The proper and unambiguous reporting of the real estate market is one of the main requirements for ensuring its transparency. Reporting on the prices of real estate realised on the market is a special challenge here. For this purpose, averages are generally used, requiring both the reporter and the reader to be well acquainted with the rules of individual types of averages on the one hand and the specificities and heterogeneity of the real estate market on the other. In this paper, we present the specifics of individual mean values that can be used for this purpose. These characteristics are analysed in more detail and presented in the case of the Slovenian housing market. The purpose of this paper is to present the dilemmas faced in Slovenia when reporting on real estate prices on the market and present the solutions that the Surveying and Mapping Authority of the Republic of Slovenia will begin to introduce in its reports on the real estate market.
{"title":"The use of mean values for reporting real estate prices","authors":"Melita Ulbl, A. Muhič","doi":"10.15292/geodetski-vestnik.2021.04.513-532","DOIUrl":"https://doi.org/10.15292/geodetski-vestnik.2021.04.513-532","url":null,"abstract":"The proper and unambiguous reporting of the real estate market is one of the main requirements for ensuring its transparency. Reporting on the prices of real estate realised on the market is a special challenge here. For this purpose, averages are generally used, requiring both the reporter and the reader to be well acquainted with the rules of individual types of averages on the one hand and the specificities and heterogeneity of the real estate market on the other. In this paper, we present the specifics of individual mean values that can be used for this purpose. These characteristics are analysed in more detail and presented in the case of the Slovenian housing market. The purpose of this paper is to present the dilemmas faced in Slovenia when reporting on real estate prices on the market and present the solutions that the Surveying and Mapping Authority of the Republic of Slovenia will begin to introduce in its reports on the real estate market.","PeriodicalId":44295,"journal":{"name":"Geodetski Vestnik","volume":"1 1","pages":""},"PeriodicalIF":0.3,"publicationDate":"2021-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"66960194","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"社会学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2020-01-01DOI: 10.15292/geodetski-vestnik.2020.01.89-103
R. Walters, N. Z. Hajna
In this article, we present issues arising from Terrestrial Laser Scanning of large natural caves using the example of Škocjan Caves, a UNESCO World Heritage Site. Regarding pre-existing tachymetric survey of the passages and volumes calculated from them, the scanning of such a large cave was an even bigger challenge for the team. The cave of almost 6 km long passages with dimensions approx. 30 m x 40 m and max. heights up to 145 m, was scanned from 370 stations. Process of surveying the cave, involves establishing scanner positions through the cave, where scans will overlap, in a progressive route and once back on the surface, collecting, cleaning and stitching the scans into a point cloud 3d Model.3D model. A total of 8.3 billion points were captured and 2,600 high-resolution photos taken. With Reigl’s RiSCAN Pro software, a point cloud model was registered and then exported to Hexagon’s 3D Reshaper
{"title":"3D laser scanning of the natural caves: example of Škocjanske jame","authors":"R. Walters, N. Z. Hajna","doi":"10.15292/geodetski-vestnik.2020.01.89-103","DOIUrl":"https://doi.org/10.15292/geodetski-vestnik.2020.01.89-103","url":null,"abstract":"In this article, we present issues arising from Terrestrial Laser Scanning of large natural caves using the example of Škocjan Caves, a UNESCO World Heritage Site. Regarding pre-existing tachymetric survey of the passages and volumes calculated from them, the scanning of such a large cave was an even bigger challenge for the team. The cave of almost 6 km long passages with dimensions approx. 30 m x 40 m and max. heights up to 145 m, was scanned from 370 stations. Process of surveying the cave, involves establishing scanner positions through the cave, where scans will overlap, in a progressive route and once back on the surface, collecting, cleaning and stitching the scans into a point cloud 3d Model.3D model. A total of 8.3 billion points were captured and 2,600 high-resolution photos taken. With Reigl’s RiSCAN Pro software, a point cloud model was registered and then exported to Hexagon’s 3D Reshaper","PeriodicalId":44295,"journal":{"name":"Geodetski Vestnik","volume":"1 1","pages":""},"PeriodicalIF":0.3,"publicationDate":"2020-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"66959282","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"社会学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2020-01-01DOI: 10.15292/geodetski-vestnik.2020.03.320-334
Tine Hren, K. Kregar, Ales Marjetic
{"title":"Determination of church belfry position using terrestrial laser scanning","authors":"Tine Hren, K. Kregar, Ales Marjetic","doi":"10.15292/geodetski-vestnik.2020.03.320-334","DOIUrl":"https://doi.org/10.15292/geodetski-vestnik.2020.03.320-334","url":null,"abstract":"","PeriodicalId":44295,"journal":{"name":"Geodetski Vestnik","volume":"64 1","pages":"320-334"},"PeriodicalIF":0.3,"publicationDate":"2020-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"66959848","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"社会学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2020-01-01DOI: 10.15292/geodetski-vestnik.2020.01.13-32
S. Drobne
{"title":"The quality of functional regionalisation by using CURDS and Intramax methods at the macro level: a case study for Slovenia","authors":"S. Drobne","doi":"10.15292/geodetski-vestnik.2020.01.13-32","DOIUrl":"https://doi.org/10.15292/geodetski-vestnik.2020.01.13-32","url":null,"abstract":"","PeriodicalId":44295,"journal":{"name":"Geodetski Vestnik","volume":"119 1","pages":"13-32"},"PeriodicalIF":0.3,"publicationDate":"2020-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"66958812","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"社会学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2020-01-01DOI: 10.15292/geodetski-vestnik.2020.02.214-226
I. Nestorov, M. Kilibarda, D. Protić
{"title":"The optimal conformal projection for pan-European mapping","authors":"I. Nestorov, M. Kilibarda, D. Protić","doi":"10.15292/geodetski-vestnik.2020.02.214-226","DOIUrl":"https://doi.org/10.15292/geodetski-vestnik.2020.02.214-226","url":null,"abstract":"","PeriodicalId":44295,"journal":{"name":"Geodetski Vestnik","volume":"64 1","pages":"214-226"},"PeriodicalIF":0.3,"publicationDate":"2020-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"66960152","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"社会学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2020-01-01DOI: 10.15292/geodetski-vestnik.2020.01.43-67
Sandi Berk, Oskar Sterle, K. Medved, B. Stopar
{"title":"ETRS89/D96-17 – A result of the EUREF Slovenia 2016 GNSS campaign","authors":"Sandi Berk, Oskar Sterle, K. Medved, B. Stopar","doi":"10.15292/geodetski-vestnik.2020.01.43-67","DOIUrl":"https://doi.org/10.15292/geodetski-vestnik.2020.01.43-67","url":null,"abstract":"","PeriodicalId":44295,"journal":{"name":"Geodetski Vestnik","volume":"64 1","pages":"43-67"},"PeriodicalIF":0.3,"publicationDate":"2020-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"66959168","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"社会学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2020-01-01DOI: 10.15292/geodetski-vestnik.2020.01.33-42
K. Medved, Klemen Kozmus Trajkovski, Sandi Berk, B. Stopar, Božo Koler
{"title":"Implementation of the new Slovenian Height System (SVS2010)","authors":"K. Medved, Klemen Kozmus Trajkovski, Sandi Berk, B. Stopar, Božo Koler","doi":"10.15292/geodetski-vestnik.2020.01.33-42","DOIUrl":"https://doi.org/10.15292/geodetski-vestnik.2020.01.33-42","url":null,"abstract":"","PeriodicalId":44295,"journal":{"name":"Geodetski Vestnik","volume":"1 1","pages":"33-42"},"PeriodicalIF":0.3,"publicationDate":"2020-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"66959582","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"社会学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2020-01-01DOI: 10.15292/geodetski-vestnik.2020.02.169-181
Danijel Majcen
Danijel Majcen | VZPOSTAVITEV PASIVNE KONTROLNE GNSS-MREŽE V SLOVENIJI | CREATION OF A PASSIVE GNSS CONTROL NETWORK IN SLOVENIA | 169-181 | accuracy, control network, control point, static GNSS measurement, post-processing VRS This paper describes the conceptual design and the implementation of the project of establishing a GNSS control network in the territory of the Republic of Slovenia, which will be used to monitor the quality of the SIGNAL network products and services and to verify the quality of methods and measurement equipment for GNSS positioning. The stabilization process and the selection of locations of GNSS points are described. The determination of the reference coordinates of GNSS points is presented. A comparison of coordinates of the GNSS points in the coordinate reference systems D96/TM and D96-17/TM is made. A comparison of coordinates determined from 24-hour static measurements is also made, by using baselines 1) to the nearest SIGNAL stations and 2) to a virtual reference station (VRS) in the immediate neighbourhood of each point.
{"title":"Creation of a passive GNSS control network in Slovenia","authors":"Danijel Majcen","doi":"10.15292/geodetski-vestnik.2020.02.169-181","DOIUrl":"https://doi.org/10.15292/geodetski-vestnik.2020.02.169-181","url":null,"abstract":"Danijel Majcen | VZPOSTAVITEV PASIVNE KONTROLNE GNSS-MREŽE V SLOVENIJI | CREATION OF A PASSIVE GNSS CONTROL NETWORK IN SLOVENIA | 169-181 | accuracy, control network, control point, static GNSS measurement, post-processing VRS This paper describes the conceptual design and the implementation of the project of establishing a GNSS control network in the territory of the Republic of Slovenia, which will be used to monitor the quality of the SIGNAL network products and services and to verify the quality of methods and measurement equipment for GNSS positioning. The stabilization process and the selection of locations of GNSS points are described. The determination of the reference coordinates of GNSS points is presented. A comparison of coordinates of the GNSS points in the coordinate reference systems D96/TM and D96-17/TM is made. A comparison of coordinates determined from 24-hour static measurements is also made, by using baselines 1) to the nearest SIGNAL stations and 2) to a virtual reference station (VRS) in the immediate neighbourhood of each point.","PeriodicalId":44295,"journal":{"name":"Geodetski Vestnik","volume":"64 1","pages":"169-181"},"PeriodicalIF":0.3,"publicationDate":"2020-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"66959348","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"社会学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
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