Jędrzej Chrust, M. Chybiński, Piotr Garasz, Zdzisław Kurzawa, Wojciech Piórecki, Ł. Polus, Weronika Stajkowska
Abstract In this paper the authors analysed four single-layered braced barrel vaults with different types of bracing. Each braced barrel vault covered the area of 20 m × 28 m and was made from steel hollow sections. The static-strength analyses of the structures were conducted using the Autodesk Robot Structural Analysis program, taking into account self-weight, glass cover, snow load and wind load. In the case of wind load, wind pressure perpendicular to the longitudinal wall was determined in accordance with the EN 1991-1- 4 standard. However, the standard does not specify how to calculate wind pressure perpendicular to a gable wall for braced barrel vaults. For this reason, two variants suggested by the authors of this article were analysed for this direction of the wind. The influence of the type of bracing on force distribution in a braced barrel vault and on material consumption was analysed. The impact of the gable wall boundary conditions on force distribution in the braced barrel vault was also evaluated. Both the bracing type and the boundary conditions had an impact on the force distribution in the analysed braced barrel vault.
{"title":"The Influence of Various Types of Bracing on Force Distribution in Braced Barrel Vaults","authors":"Jędrzej Chrust, M. Chybiński, Piotr Garasz, Zdzisław Kurzawa, Wojciech Piórecki, Ł. Polus, Weronika Stajkowska","doi":"10.2478/ceer-2022-0027","DOIUrl":"https://doi.org/10.2478/ceer-2022-0027","url":null,"abstract":"Abstract In this paper the authors analysed four single-layered braced barrel vaults with different types of bracing. Each braced barrel vault covered the area of 20 m × 28 m and was made from steel hollow sections. The static-strength analyses of the structures were conducted using the Autodesk Robot Structural Analysis program, taking into account self-weight, glass cover, snow load and wind load. In the case of wind load, wind pressure perpendicular to the longitudinal wall was determined in accordance with the EN 1991-1- 4 standard. However, the standard does not specify how to calculate wind pressure perpendicular to a gable wall for braced barrel vaults. For this reason, two variants suggested by the authors of this article were analysed for this direction of the wind. The influence of the type of bracing on force distribution in a braced barrel vault and on material consumption was analysed. The impact of the gable wall boundary conditions on force distribution in the braced barrel vault was also evaluated. Both the bracing type and the boundary conditions had an impact on the force distribution in the analysed braced barrel vault.","PeriodicalId":54121,"journal":{"name":"Civil and Environmental Engineering Reports","volume":"32 1","pages":"19 - 35"},"PeriodicalIF":0.7,"publicationDate":"2022-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"48099243","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}
Abstract In many Polish cities, the aspect of integration of urban structures is underestimated and new investments are not properly connected with the city. This article presents the results of a study with the main objective of assessing the level of spatial integration of residential areas. The study was carried out in several stages; it was based on classical and qualitative methods used in urban planning. The first stages of the research procedure focused on literature studies, a review of the area, and a diagnosis of the current state of three different housing complexes in Rzeszów. In subsequent stages, a set of criteria was created to determine the spatial integration level (SIL) of the residential developments under analysis. Research and application objectives were achieved by creating a clear and easily reproducible method to evaluate the level of spatial integration of residential areas. The research demonstrates the validity of a holistic approach to determining the scope of planning activities while based on a set of specific criteria that address integration issues.
{"title":"Spatial Integration Level of Housing Complex with the City Structure. Case of Rzeszów","authors":"A. Martyka","doi":"10.2478/ceer-2022-0028","DOIUrl":"https://doi.org/10.2478/ceer-2022-0028","url":null,"abstract":"Abstract In many Polish cities, the aspect of integration of urban structures is underestimated and new investments are not properly connected with the city. This article presents the results of a study with the main objective of assessing the level of spatial integration of residential areas. The study was carried out in several stages; it was based on classical and qualitative methods used in urban planning. The first stages of the research procedure focused on literature studies, a review of the area, and a diagnosis of the current state of three different housing complexes in Rzeszów. In subsequent stages, a set of criteria was created to determine the spatial integration level (SIL) of the residential developments under analysis. Research and application objectives were achieved by creating a clear and easily reproducible method to evaluate the level of spatial integration of residential areas. The research demonstrates the validity of a holistic approach to determining the scope of planning activities while based on a set of specific criteria that address integration issues.","PeriodicalId":54121,"journal":{"name":"Civil and Environmental Engineering Reports","volume":"32 1","pages":"36 - 61"},"PeriodicalIF":0.7,"publicationDate":"2022-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"43631440","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}
Abstract A microbiological analysis of indoor air quality in offices, lecture rooms, and hallways in a public utility building has been carried out in the Lubuskie Voivodship (Poland). In one of the storage rooms, the presence of fungi on the building partition was found in the place of water infiltration as a result of a technological failure in the building. A total of 17 non-residential interiors were examined. The total number of psychrophilic and mesophilic bacteria and the total number of fungi were sampled by the collision method with the air sampler. A qualitative analysis has been performed of fungi present in the indoor air and from building partition of the studied interiors. A total of 11 species of fungi have been specified. Relative humidity and air temperature were measured with a hygrometer. The studies showed that the number of psychrophilic bacteria in indoor air was in the range 0–730 CFU/m3, while the number of mesophilic bacteria was slightly higher (0 - 896 CFU/m3). A high level of contamination and a large number of fungi (734 CFU/m3) were found in the indoor air of storage room, where the problem of biodeterioration of building partitions occurred. In the remaining rooms, the level of microorganisms was low or moderate. Microbiological tests of the outdoor air (background) did not reveal an excessive number of microorganisms in the air.
{"title":"Indoor air Quality in Offices and Classrooms in Public Utility Building - A Case Study","authors":"Katarzyna Łuszczyńska","doi":"10.2478/ceer-2022-0037","DOIUrl":"https://doi.org/10.2478/ceer-2022-0037","url":null,"abstract":"Abstract A microbiological analysis of indoor air quality in offices, lecture rooms, and hallways in a public utility building has been carried out in the Lubuskie Voivodship (Poland). In one of the storage rooms, the presence of fungi on the building partition was found in the place of water infiltration as a result of a technological failure in the building. A total of 17 non-residential interiors were examined. The total number of psychrophilic and mesophilic bacteria and the total number of fungi were sampled by the collision method with the air sampler. A qualitative analysis has been performed of fungi present in the indoor air and from building partition of the studied interiors. A total of 11 species of fungi have been specified. Relative humidity and air temperature were measured with a hygrometer. The studies showed that the number of psychrophilic bacteria in indoor air was in the range 0–730 CFU/m3, while the number of mesophilic bacteria was slightly higher (0 - 896 CFU/m3). A high level of contamination and a large number of fungi (734 CFU/m3) were found in the indoor air of storage room, where the problem of biodeterioration of building partitions occurred. In the remaining rooms, the level of microorganisms was low or moderate. Microbiological tests of the outdoor air (background) did not reveal an excessive number of microorganisms in the air.","PeriodicalId":54121,"journal":{"name":"Civil and Environmental Engineering Reports","volume":"32 1","pages":"228 - 239"},"PeriodicalIF":0.7,"publicationDate":"2022-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"41677706","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}
Abstract Prefabrication in construction industry can probably reduce the cost of waste. In this research, the advantages and disadvantages of prefabrication and its eco-efficiency were identified; then the development strategies of this industry were reviewed. For this purpose, the questionnaires were used to select the proper sub-systems for prefabrication. The Delphi Snowball method was applied according to experts 'opinion, and these questionnaires were identified and adopted. Then the effect of prefabrication on nonstructural components was examined on the extent of waste reduction. Consequently, the results revealed that prefabrication may reduce the cost of waste by 97.54% and the total cost of the project by 5.06%, and environmental efficiency was estimated as 99.2%.
{"title":"Efficacy of Prefabrications on Constructions' Waste Cost and its Eco-Efficiency","authors":"Mirjalili Alireza","doi":"10.2478/ceer-2022-0036","DOIUrl":"https://doi.org/10.2478/ceer-2022-0036","url":null,"abstract":"Abstract Prefabrication in construction industry can probably reduce the cost of waste. In this research, the advantages and disadvantages of prefabrication and its eco-efficiency were identified; then the development strategies of this industry were reviewed. For this purpose, the questionnaires were used to select the proper sub-systems for prefabrication. The Delphi Snowball method was applied according to experts 'opinion, and these questionnaires were identified and adopted. Then the effect of prefabrication on nonstructural components was examined on the extent of waste reduction. Consequently, the results revealed that prefabrication may reduce the cost of waste by 97.54% and the total cost of the project by 5.06%, and environmental efficiency was estimated as 99.2%.","PeriodicalId":54121,"journal":{"name":"Civil and Environmental Engineering Reports","volume":"32 1","pages":"207 - 227"},"PeriodicalIF":0.7,"publicationDate":"2022-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"47963201","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}
Abstract Galloping instability relating to cross-wind vibrations can be found in flexible and lightly damped structures. In the present paper, the reliability of a thin-walled steel beam in maintaining its galloping stability was examined using a probabilistic approach. The analysis considered random variation in the cross-sectional geometrical properties of the beam, the material elastic modulus, the structural damping and the wind speed. A large number of Monte Carlo simulations were performed with normal and Gumbel distributions applied to the random variables to determine the probability distribution function of the safety margin. The limit state is considered violated when the wind speed exceeds the onset wind velocity of galloping, resulting in the aerodynamic damping being greater than the structural damping. It was shown by a conventional codified safety factor method that the beam was robust enough for galloping stability. By contrast, the probability-based assessment revealed that the beam failed to achieve the target reliability index in case the coefficient of variation of wind speed was greater than 5%. The analysis results suggested that the code-satisfied slenderness of the beam should be reduced by a factor of 1.5-1.7 under the action of wind speed with a coefficient of variation in the range 30-40%.
{"title":"Reliability-Based Assessment of Galloping Instability of Thin-Walled Steel Beams","authors":"H. Nguyen","doi":"10.2478/ceer-2022-0017","DOIUrl":"https://doi.org/10.2478/ceer-2022-0017","url":null,"abstract":"Abstract Galloping instability relating to cross-wind vibrations can be found in flexible and lightly damped structures. In the present paper, the reliability of a thin-walled steel beam in maintaining its galloping stability was examined using a probabilistic approach. The analysis considered random variation in the cross-sectional geometrical properties of the beam, the material elastic modulus, the structural damping and the wind speed. A large number of Monte Carlo simulations were performed with normal and Gumbel distributions applied to the random variables to determine the probability distribution function of the safety margin. The limit state is considered violated when the wind speed exceeds the onset wind velocity of galloping, resulting in the aerodynamic damping being greater than the structural damping. It was shown by a conventional codified safety factor method that the beam was robust enough for galloping stability. By contrast, the probability-based assessment revealed that the beam failed to achieve the target reliability index in case the coefficient of variation of wind speed was greater than 5%. The analysis results suggested that the code-satisfied slenderness of the beam should be reduced by a factor of 1.5-1.7 under the action of wind speed with a coefficient of variation in the range 30-40%.","PeriodicalId":54121,"journal":{"name":"Civil and Environmental Engineering Reports","volume":"32 1","pages":"23 - 35"},"PeriodicalIF":0.7,"publicationDate":"2022-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"44296660","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}
Abstract Sustained growth in the number of urban dwellers means that matters concerning the development of modern cities are not only a challenge for current residents, but a global test for the entire population. The purpose of this paper is to analyze and assess social awareness regarding sustainable development, with particular emphasis on matters concerning the circular economy. The study was conducted by means of the CAWI (Computer Assisted (Aided) Web Interviews) method on a sample of 389 respondents from Warsaw, the capital city of Poland. The results imply that although the society has a correct understanding of sustainable development and the circular economy, there is still a continuing need to support further education due to the necessity for wider and more intensive implementation of sustainable development in practice.
{"title":"Social Awareness of the Circular Economy as an Integral Part of Sustainable Development. Observations from Poland","authors":"A. Lewandowska, Krzysztof Rogatka, Ewelina Lopata","doi":"10.2478/ceer-2022-0023","DOIUrl":"https://doi.org/10.2478/ceer-2022-0023","url":null,"abstract":"Abstract Sustained growth in the number of urban dwellers means that matters concerning the development of modern cities are not only a challenge for current residents, but a global test for the entire population. The purpose of this paper is to analyze and assess social awareness regarding sustainable development, with particular emphasis on matters concerning the circular economy. The study was conducted by means of the CAWI (Computer Assisted (Aided) Web Interviews) method on a sample of 389 respondents from Warsaw, the capital city of Poland. The results imply that although the society has a correct understanding of sustainable development and the circular economy, there is still a continuing need to support further education due to the necessity for wider and more intensive implementation of sustainable development in practice.","PeriodicalId":54121,"journal":{"name":"Civil and Environmental Engineering Reports","volume":"32 1","pages":"132 - 153"},"PeriodicalIF":0.7,"publicationDate":"2022-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"46517257","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}
Rihab Ramdane, Leila Kherraf, Assia Abdelouahed, M. Belachia
Abstract This work revolves around the study of the partial substitution of cement by biomass ash (residue generated during incineration of wood waste) in mortar. The introduction of wood ash in the cement formulation allows solving some problems related to the lack of construction materials and protecting the environment. To carry out this work we have introduced wood ash as an addition which partially substitutes cement at three different replacement percentages (5%, 10% and 15%). We carried out tests on mortar in the fresh state (consistency, density and occluded air); evaluated its performance in the hardened state (compressive and flexural tensile strength), dimensional stability and its durability (water absorption by immersion and by capillarity as well as resistance to chlorides and acidic environments followed by XRD). Results obtained will be compared with the results of control samples with 0% substitution rate. The results of this valorisation show that the incorporation of 5% of ash fillers in the cement improves mechanical resistance as well as certain durability parameters.
{"title":"Influence of Biomass Ash on the Performance and Durability of Mortar","authors":"Rihab Ramdane, Leila Kherraf, Assia Abdelouahed, M. Belachia","doi":"10.2478/ceer-2022-0019","DOIUrl":"https://doi.org/10.2478/ceer-2022-0019","url":null,"abstract":"Abstract This work revolves around the study of the partial substitution of cement by biomass ash (residue generated during incineration of wood waste) in mortar. The introduction of wood ash in the cement formulation allows solving some problems related to the lack of construction materials and protecting the environment. To carry out this work we have introduced wood ash as an addition which partially substitutes cement at three different replacement percentages (5%, 10% and 15%). We carried out tests on mortar in the fresh state (consistency, density and occluded air); evaluated its performance in the hardened state (compressive and flexural tensile strength), dimensional stability and its durability (water absorption by immersion and by capillarity as well as resistance to chlorides and acidic environments followed by XRD). Results obtained will be compared with the results of control samples with 0% substitution rate. The results of this valorisation show that the incorporation of 5% of ash fillers in the cement improves mechanical resistance as well as certain durability parameters.","PeriodicalId":54121,"journal":{"name":"Civil and Environmental Engineering Reports","volume":"32 1","pages":"53 - 71"},"PeriodicalIF":0.7,"publicationDate":"2022-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"45531641","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}
Behnaz Seyedi Marghaki, Fazlollah Soltani, E. N. Farsangi, A. Sivandi‐Pour
Abstract The stability inside the waste, internal stability, and co-stability between the elements of the insulation system and the landfill bed should be considered in the landfill design. The stresses and the resulting deformations in both mineral and geosynthetic materials of the insulation system must be controlled in the design, so that an unpredictable flow path is not created. Besides, long-term durability in the insulation system should be considered. An evaluation of the durability of the system requires knowledge of the interaction between the components and the waste as a settling object. The numerical modeling methods can be used to evaluate the local instability. In this study, a landfill constructed in the UK has been modeled in ABAQUS finite element platform and was verified with the results of obtained data from precision instruments at the landfill site. Then, by applying the earthquake excitations, the seismic behavior of the solid waste landfill under Far-Field and Near-Field earthquakes and their effect on the durability of the landfill wall system were investigated. The outputs include maximum displacement, maximum stress, the most critical state, and investigation of yield stress and rupture of the geomembrane layer. The results indicated that in the landfill wall, the maximum displacement occurs in the waste section. It occurs especially between the boundary of natural soil and waste. It was also observed that the geomembrane layer under the earthquake loadings had experienced some ruptures.
{"title":"Performance of Solid Waste Landfills Under Earthquake-Induced Vibrations","authors":"Behnaz Seyedi Marghaki, Fazlollah Soltani, E. N. Farsangi, A. Sivandi‐Pour","doi":"10.2478/ceer-2022-0016","DOIUrl":"https://doi.org/10.2478/ceer-2022-0016","url":null,"abstract":"Abstract The stability inside the waste, internal stability, and co-stability between the elements of the insulation system and the landfill bed should be considered in the landfill design. The stresses and the resulting deformations in both mineral and geosynthetic materials of the insulation system must be controlled in the design, so that an unpredictable flow path is not created. Besides, long-term durability in the insulation system should be considered. An evaluation of the durability of the system requires knowledge of the interaction between the components and the waste as a settling object. The numerical modeling methods can be used to evaluate the local instability. In this study, a landfill constructed in the UK has been modeled in ABAQUS finite element platform and was verified with the results of obtained data from precision instruments at the landfill site. Then, by applying the earthquake excitations, the seismic behavior of the solid waste landfill under Far-Field and Near-Field earthquakes and their effect on the durability of the landfill wall system were investigated. The outputs include maximum displacement, maximum stress, the most critical state, and investigation of yield stress and rupture of the geomembrane layer. The results indicated that in the landfill wall, the maximum displacement occurs in the waste section. It occurs especially between the boundary of natural soil and waste. It was also observed that the geomembrane layer under the earthquake loadings had experienced some ruptures.","PeriodicalId":54121,"journal":{"name":"Civil and Environmental Engineering Reports","volume":"32 1","pages":"1 - 22"},"PeriodicalIF":0.7,"publicationDate":"2022-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"41834330","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}
Abstract The paper presents the fields of applications of polymer composites in building structures. The use of composite glass fibre tubes is discussed in more detail. The laboratory methods used to test the mechanical properties of these pipes are presented. An original research program is presented, including six concrete-filled glass fibre tubes. The cylinders and columns made in this way were tested for their axial load capacity. Conclusions were formulated regarding the relationship between the load-bearing capacity of the test elements and their length, as well as the angle of glass fibres arrangement in the tube composite.
{"title":"The Use of GFRP Tubes as Load-Bearing Jackets in Concrete-Composite Columns","authors":"M. Abramski, B. Chmielnicki","doi":"10.2478/ceer-2022-0021","DOIUrl":"https://doi.org/10.2478/ceer-2022-0021","url":null,"abstract":"Abstract The paper presents the fields of applications of polymer composites in building structures. The use of composite glass fibre tubes is discussed in more detail. The laboratory methods used to test the mechanical properties of these pipes are presented. An original research program is presented, including six concrete-filled glass fibre tubes. The cylinders and columns made in this way were tested for their axial load capacity. Conclusions were formulated regarding the relationship between the load-bearing capacity of the test elements and their length, as well as the angle of glass fibres arrangement in the tube composite.","PeriodicalId":54121,"journal":{"name":"Civil and Environmental Engineering Reports","volume":"32 1","pages":"96 - 117"},"PeriodicalIF":0.7,"publicationDate":"2022-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"41601845","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}
Abstract The aim of this article is to analyze the tourism potential in the riverside areas of selected cities in LubuskieVoivodeship located in the Oder River valleys. The research issue of the article was defined as a way to measure tourist potential in the development of riverside areas. In the research phase, based on the comparative multi-criteria method, special attention was paid to the accessibility of the river for the inhabitants, their usefulness for the recreation, as well as the location of the recreational infrastructures in the river valleys. The presence of infrastructure using the river’s potential is marginal in the shoreline zone of the cities under analysis. Despite the rapid growth of tourist activities its river potential is still being marginalised. The research problem was to determine the tourist potential of selected cities and to identify the cities with the greatest potential, in which the advisability of investment seems to be the most relevant and necessary. The result of considerations carried out using the multi-criteria analysis method is the selection of the city with the greatest tourism potential. Among the surveyed cities, Nowa Sól has the greatest tourist potential.
{"title":"Development of Riverside Areas in the Context of the Attractiveness for Residents","authors":"Mateusz Klimek, Wiktor Bosowski","doi":"10.2478/ceer-2022-0025","DOIUrl":"https://doi.org/10.2478/ceer-2022-0025","url":null,"abstract":"Abstract The aim of this article is to analyze the tourism potential in the riverside areas of selected cities in LubuskieVoivodeship located in the Oder River valleys. The research issue of the article was defined as a way to measure tourist potential in the development of riverside areas. In the research phase, based on the comparative multi-criteria method, special attention was paid to the accessibility of the river for the inhabitants, their usefulness for the recreation, as well as the location of the recreational infrastructures in the river valleys. The presence of infrastructure using the river’s potential is marginal in the shoreline zone of the cities under analysis. Despite the rapid growth of tourist activities its river potential is still being marginalised. The research problem was to determine the tourist potential of selected cities and to identify the cities with the greatest potential, in which the advisability of investment seems to be the most relevant and necessary. The result of considerations carried out using the multi-criteria analysis method is the selection of the city with the greatest tourism potential. Among the surveyed cities, Nowa Sól has the greatest tourist potential.","PeriodicalId":54121,"journal":{"name":"Civil and Environmental Engineering Reports","volume":"32 1","pages":"174 - 192"},"PeriodicalIF":0.7,"publicationDate":"2022-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"41911061","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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