{"title":"Problematic issues of local land monitoring in traditional environmental management territories assessing oil and gas fields’ impact (the example of Khanty-Mansi Autonomous Okrug – Yugra)","authors":"I.N. Kustysheva, V. Belenko","doi":"10.22389/0016-7126-2023-1000-10-56-64","DOIUrl":"https://doi.org/10.22389/0016-7126-2023-1000-10-56-64","url":null,"abstract":"In this article, the object of the study is the scientific foundations and methodology of local land monitoring in traditional environmental management territories, as specially protected areas. Its priority purpose is for traditional environmental management Issues of local land reliability monitoring data and methods of obtaining them have remained relevant for more than 20 years. With the development of digital technologies and employing remote sensing, the monitoring procedure is faster and more efficient, however, the information retrieved in this way requires verification and this currently can only be done through conducting field surveys of the territory and using instrumental methods control. The obtained local monitoring data enables resolving environmental and economic issues related to the management of land resources in traditional environmental approach areas of the Extreme North at the local level. The purpose of the study is to improve the scientific and methodological foundations of local monitoring in above mentioned zones (hereinafter referred to as TMP), taking into account the regional characteristics of the pointed territories. The theoretical and methodological foundations for that in Khanty-Mansi Autonomous Okrug – Yugra are considered; the impact of oil and gas production facilities on the ecological state of land resources was determined; proposals for improving the control at the TTP for traditional environmental management are substantiated","PeriodicalId":502308,"journal":{"name":"Geodesy and cartography","volume":"130 3","pages":""},"PeriodicalIF":0.0,"publicationDate":"2023-11-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139258667","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}
{"title":"Estimating deformation process through single shot close range photogrammetry method in Agisoft Metashape","authors":"Yu.N. Kornilov, A. Romanchikov, A.A. Bogolyubova","doi":"10.22389/0016-7126-2023-1000-10-2-11","DOIUrl":"https://doi.org/10.22389/0016-7126-2023-1000-10-2-11","url":null,"abstract":"Active development of digital cameras and computer software has made close-range photogrammetry an extremely popular way to solve various engineering tasks, in particular, to control deformations of constructions and mining objects. Automated measurement of tie points enables reviving traditional techniques of deformation measurement through single shot photogrammetric approach (a zero basis, pseudo parallaxes) at a qualitatively new level. The paper deals with the contour mapping equal displacement method adaptation offered by the first author in the 1970s for processing in Agisoft Metashape. It is proposed to create a virtual basis for two single multi-temporal images by adding a matrix of empty pixels to them. This enables processing those as stereo pair, building virtual point clouds and altitude matrices. In order to test the technique, the authors considered the deflection deformation of various objects under lab conditions and shot their photos with a non-metric camera before and after loading. The obtained images were processed in Metashape, and then the above products were created and contours of equal deformations were plotted. It was found out that the accuracy of displacement value estimation with this method exceeds the spatial resolution of the images more than three times. The technology is applicable for objects deformations monitoring shifting mainly in a single plane, in future it is planned to test it in field at studying slope processes","PeriodicalId":502308,"journal":{"name":"Geodesy and cartography","volume":"18 4","pages":""},"PeriodicalIF":0.0,"publicationDate":"2023-11-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139255013","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}
R. K. Makhmudov, V. Eshrokov, A.A. Cherkasov, P. P. Turun, D. A. Lutsenko
{"title":"GIS-modeling of the Stavropol Krai Budyonnovsky municipal district local settlement systems","authors":"R. K. Makhmudov, V. Eshrokov, A.A. Cherkasov, P. P. Turun, D. A. Lutsenko","doi":"10.22389/0016-7126-2023-1000-10-29-38","DOIUrl":"https://doi.org/10.22389/0016-7126-2023-1000-10-29-38","url":null,"abstract":"The authors present the study results of the Stavropol Krai Budennovsky municipal district’s local settlement system (LSR) spatial arrangement current state. It is found out that the existing system headed by the city of Budyonnovsk that has a significant potential (economic, social, infrastructural) acts as a supporting planning center for the eastern part of the entire Stavropol Krai, and is closely connected with the similar systems of other municipalities in the region. As a result of the study, there is a comprehensive analysis of the existing planning structure and spatial arrangement of the settlement system current state in the Budyonnovsky municipal district. A distribution assessment and changes in the settlements population number was carried out as a changes indicator in the mentioned system of the municipality. The work was done using GIS technologies. A series of original cartographic materials is prepared at 3 scale levels","PeriodicalId":502308,"journal":{"name":"Geodesy and cartography","volume":"37 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2023-11-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139259040","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}
{"title":"Method of slope erosion coefficient experimental determination","authors":"I. Lurie, M.V. Lurie","doi":"10.22389/0016-7126-2023-1000-10-22-28","DOIUrl":"https://doi.org/10.22389/0016-7126-2023-1000-10-22-28","url":null,"abstract":"The article deals with the theory of slope erosion, developed on the basis of the phenomenological law, according to which the intensity vector of soil erosion from the slope is proportional to the absolute value of its height gradient vector and inverse in direction. Since the erosion model includes a phenomenological coefficient of proportionality between the intensity of soil weathering and the elevation gradient, it is necessary to provide a way to find such a coefficient experimentally. Comparison of changes in elevation data obtained during field monitoring with the results of theoretical calculations enables identifying it","PeriodicalId":502308,"journal":{"name":"Geodesy and cartography","volume":"26 3","pages":""},"PeriodicalIF":0.0,"publicationDate":"2023-11-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139257755","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}
V. Kaftan, V. Tatarinov, R.V. Shevchuk, A. Manevich, A.V. Kaftan
{"title":"Experimental study of the field methodology for assessing the accuracy of GNSS measurements","authors":"V. Kaftan, V. Tatarinov, R.V. Shevchuk, A. Manevich, A.V. Kaftan","doi":"10.22389/0016-7126-2023-1000-10-12-21","DOIUrl":"https://doi.org/10.22389/0016-7126-2023-1000-10-12-21","url":null,"abstract":"The authors propose a field control of GNSS equipment precision characteristics methodology for recording sub-centimeter movements of the Earth`s surface at geodynamic observations of tectonically moderate areas activity. The factors influencing the accuracy of GNSS measurements are analyzed. The theoretical aspects of developing measuring equipment field control methods are presented. Testing of the devices was carried out in the course of surveys on the Nizhne-Kanskiy massif geodynamic range in Krasnoyarsk krai in 2020–2022. The experiment was made with two-system GNSS facilities of geodesic class (5 to 6 sets). The results show that the proposed methodology of the used tools accuracy characteristics field control enables detecting incorrect nominal parameters of measuring instruments. In this case the parameters of the receivers` antennas are well coordinated with each other. The exactness of control characteristics in plan is at the level of 1,3–2,5 mm, in height – 2,5 mm. It was revealed that the height of the actual phase center of Grant_G3T and MarAnt+ antennas differ from the manufacturer`s declared passport data","PeriodicalId":502308,"journal":{"name":"Geodesy and cartography","volume":"54 6","pages":""},"PeriodicalIF":0.0,"publicationDate":"2023-11-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139256727","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}