This paper presents the concept for the location of two dry water reservoirs designed to retain water led through the main ditch (R) of the drainage system in Łączany. The purpose of the work is to develop a forecast for the reduction in the capacity of planned dry water reservoirs. Planned water reservoirs will allow increasing flood protection of drained areas. Based on geodetic measurements in the selected locations, the capacity of planned dry reservoirs was determined, amounting to 4.08 and 115.49 thousand m3, respectively for the U reservoir formed from the flood relief channel, and the R reservoir, located in the lower course of the R ditch. According to the developed forecast, applying the Gončarov formula, the U reservoir would be 50% silted after 134 years, and the R reservoir would be 50% silted after 149 years. The forecast has been prepared using the method recommended by the guidelines, i.e. it was developed as for reservoirs with constant water damming (accumulation). TE values determined using the Churchill method were adopted in the silting forecast. The estimated forecast indicates a long service life of the reservoirs without the need for their desilting. However, the development of a detailed forecast would require a modification of the calculation methodology, taking into account the determination of the capacity of water reservoirs to retain bed load, typical of dry water reservoirs. In the absence of the method, determination of the service life cycle of water reservoirs can be developed as an estimate.
{"title":"SILTING FORECAST OF THE PLANNED RETENTION RESERVOIRS WITHIN THE DRAINAGE SYSTEM IN ŁĄCZANY","authors":"B. Michalec, M. Strutyński","doi":"10.15576/gll/2019.4.219","DOIUrl":"https://doi.org/10.15576/gll/2019.4.219","url":null,"abstract":"This paper presents the concept for the location of two dry water reservoirs designed to retain water led through the main ditch (R) of the drainage system in Łączany. The purpose of the work is to develop a forecast for the reduction in the capacity of planned dry water reservoirs. Planned water reservoirs will allow increasing flood protection of drained areas. Based on geodetic measurements in the selected locations, the capacity of planned dry reservoirs was determined, amounting to 4.08 and 115.49 thousand m3, respectively for the U reservoir formed from the flood relief channel, and the R reservoir, located in the lower course of the R ditch. According to the developed forecast, applying the Gončarov formula, the U reservoir would be 50% silted after 134 years, and the R reservoir would be 50% silted after 149 years. The forecast has been prepared using the method recommended by the guidelines, i.e. it was developed as for reservoirs with constant water damming (accumulation). TE values determined using the Churchill method were adopted in the silting forecast. The estimated forecast indicates a long service life of the reservoirs without the need for their desilting. However, the development of a detailed forecast would require a modification of the calculation methodology, taking into account the determination of the capacity of water reservoirs to retain bed load, typical of dry water reservoirs. In the absence of the method, determination of the service life cycle of water reservoirs can be developed as an estimate.","PeriodicalId":31423,"journal":{"name":"Geomatics Landmanagement and Landscape","volume":"4 1","pages":"219-230"},"PeriodicalIF":0.0,"publicationDate":"2020-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"67321290","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}
The authors in this study briefly outline contemporary trends and the hierarchical construction of the models of surface and underground, horizontal tunnel networks, in the aspect of their optimization, accuracy as well as internal and external reliability. The developed modulartrilateral tunnel network is characterized by the elimination of the influence of temperature field on the measurement results, and also the resulting impact of the negative phenomenon of horizontal refraction occurring in the vicinity of the tunnel walls. Trilateration underground linear network with its specific advantages constitutes an alternative to traditional polygonal structures often used in the implementation of tunnel constructions. Simulation adjustment results and lateral coordinate deviations for the end points of the 10.5 km long network have been presented.
{"title":"PRECISE INTEGRATED HYBRID NETWORKS IN 21ST-CENTURY TUNNEL SURVEYING","authors":"H. Bryś, K. Ćmielewski, M. Trojanowicz","doi":"10.15576/gll/2019.4.7","DOIUrl":"https://doi.org/10.15576/gll/2019.4.7","url":null,"abstract":"The authors in this study briefly outline contemporary trends and the hierarchical construction of the models of surface and underground, horizontal tunnel networks, in the aspect of their optimization, accuracy as well as internal and external reliability. The developed modulartrilateral tunnel network is characterized by the elimination of the influence of temperature field on the measurement results, and also the resulting impact of the negative phenomenon of horizontal refraction occurring in the vicinity of the tunnel walls. Trilateration underground linear network with its specific advantages constitutes an alternative to traditional polygonal structures often used in the implementation of tunnel constructions. Simulation adjustment results and lateral coordinate deviations for the end points of the 10.5 km long network have been presented.","PeriodicalId":31423,"journal":{"name":"Geomatics Landmanagement and Landscape","volume":"4 1","pages":"7-22"},"PeriodicalIF":0.0,"publicationDate":"2020-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"67321314","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":"SELECTED EXAMPLES OF HISTORICAL CARTOGRAPHY","authors":"T. Żaba, I. Piech","doi":"10.15576/gll/2020.2.111","DOIUrl":"https://doi.org/10.15576/gll/2020.2.111","url":null,"abstract":"","PeriodicalId":31423,"journal":{"name":"Geomatics Landmanagement and Landscape","volume":"1 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2020-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"67322381","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}
In recent years, 3D modelling of historic heritage properties is most often based on photogrammetric measurements. Data on such properties can be obtained, however, by a variety of entirely different methods. This publication presents an example of developing a 3D model of a historic heritage building using two photogrammetric methods. The first one was based on photographs taken with a nonmetric camera, and the second one was based on data from terrestrial laser scanning. The object of the study was the Museum of the Estreicher Family in Krakow. The photos were obtained with a Canon EOS 400D DSLR camera and a cloud of points from terrestrial laser scanning with a Leica ScanStation P40 scanner. The development of the 3D model based on photographs was carried out using the Bentley ContextCapture software application, and the Agisoft PhotoScan Professional. In contrast, TLS (Terrestrial Laser Scanning) data was processed in the Leica Cyclone software application and modelled in the 3DReshaper. Both methods were analysed and compared in a tabular presentation.
{"title":"MODELLING OF A HERITAGE PROPERTY USING A VARIETY OF PHOTOGRAMMETRIC METHODS","authors":"Bogusława Kwoczyńska","doi":"10.15576/gll/2019.4.155","DOIUrl":"https://doi.org/10.15576/gll/2019.4.155","url":null,"abstract":"In recent years, 3D modelling of historic heritage properties is most often based on photogrammetric measurements. Data on such properties can be obtained, however, by a variety of entirely different methods. This publication presents an example of developing a 3D model of a historic heritage building using two photogrammetric methods. The first one was based on photographs taken with a nonmetric camera, and the second one was based on data from terrestrial laser scanning. The object of the study was the Museum of the Estreicher Family in Krakow. The photos were obtained with a Canon EOS 400D DSLR camera and a cloud of points from terrestrial laser scanning with a Leica ScanStation P40 scanner. The development of the 3D model based on photographs was carried out using the Bentley ContextCapture software application, and the Agisoft PhotoScan Professional. In contrast, TLS (Terrestrial Laser Scanning) data was processed in the Leica Cyclone software application and modelled in the 3DReshaper. Both methods were analysed and compared in a tabular presentation.","PeriodicalId":31423,"journal":{"name":"Geomatics Landmanagement and Landscape","volume":"1 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2020-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"67320849","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":"ATTEMPTED ASSESSMENT OF THE COLLABORATION BETWEEN COOPERATIVE BANKING SECTOR AND THE STATE DMINISTRATION AND LOCAL SELF-GOVERNMENT INSTITUTIONS IN POLAND","authors":"Józefa Gniewek","doi":"10.15576/gll/2019.4.41","DOIUrl":"https://doi.org/10.15576/gll/2019.4.41","url":null,"abstract":"","PeriodicalId":31423,"journal":{"name":"Geomatics Landmanagement and Landscape","volume":"1 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2020-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"67321197","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}
Justyna Wójcik-Leń, Uniwersytet Przyrodniczy w Lublinie, I. Skrzypczak, Grzegorz Oleniacz, Karol Ozog, P. Leń, Biuro Gospodarki Mieniem Miasta Rzeszowa
{"title":"DETERMINATION OF DEMAND FOR LAND CONSOLIDATION WORKS IN VILLAGES WITH A RIBBON LAND LAYOUT","authors":"Justyna Wójcik-Leń, Uniwersytet Przyrodniczy w Lublinie, I. Skrzypczak, Grzegorz Oleniacz, Karol Ozog, P. Leń, Biuro Gospodarki Mieniem Miasta Rzeszowa","doi":"10.15576/gll/2020.1.115","DOIUrl":"https://doi.org/10.15576/gll/2020.1.115","url":null,"abstract":"","PeriodicalId":31423,"journal":{"name":"Geomatics Landmanagement and Landscape","volume":"1 1","pages":"115-127"},"PeriodicalIF":0.0,"publicationDate":"2020-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"67321417","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":"EVOLUTION OF ONLINE MAPPING: FROM WEB 1.0 TO WEB 6.0","authors":"K. Król, U. R. W. Krakowie","doi":"10.15576/gll/2020.1.33","DOIUrl":"https://doi.org/10.15576/gll/2020.1.33","url":null,"abstract":"","PeriodicalId":31423,"journal":{"name":"Geomatics Landmanagement and Landscape","volume":"1 1","pages":"33-51"},"PeriodicalIF":0.0,"publicationDate":"2020-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"67321665","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":"INTEGRATION OF THE WATER AND SEWAGE SYSTEM MODEL WITH THE GIS APPLICATION","authors":"T. Żaba, I. Piech, U. R. W. Krakowie","doi":"10.15576/gll/2020.1.143","DOIUrl":"https://doi.org/10.15576/gll/2020.1.143","url":null,"abstract":"","PeriodicalId":31423,"journal":{"name":"Geomatics Landmanagement and Landscape","volume":"1 1","pages":"143-151"},"PeriodicalIF":0.0,"publicationDate":"2020-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"67321689","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":"SMART CITY KRAKÓW IN THE HISTORICALLY CONDITIONED ENVIRONMENT","authors":"B. Jankowicz, U. R. W. Krakowie","doi":"10.15576/gll/2020.1.153","DOIUrl":"https://doi.org/10.15576/gll/2020.1.153","url":null,"abstract":"","PeriodicalId":31423,"journal":{"name":"Geomatics Landmanagement and Landscape","volume":"1 1","pages":"153-162"},"PeriodicalIF":0.0,"publicationDate":"2020-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"67321733","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}
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