N. Mesboua, K. Benyounes, S. Kennouche, Y. Ammar, A. Benmounah, H. Kemer
Abstract The construction industry consumes a large quantity of cement, which therefore leads to a high CO2 emission due to the cement manufacture. The partial replacement of cement by supplementary cementations materials (SCMs) is considered as the most promising alternative to reduce the environmental impact of this industry. This investigation aims to evaluate the performance of calcinated clay (calcined bentonite at 850 °C) used as partial replacement of cement in cement-based mortar. The evaluated performances include the physico-chemical and mechanical properties, as well as microstructural characteristics.. Various characterization tests, including laser granulometry, X-ray diffraction (XRD), and X-ray fluorescence spectrometry (XRF) have been investigated. In addition, the hardened properties of different mortar mixtures were also investigated. Mortar mixtures incorporating different calcinated clay percentages corresponding to 8, 10, 12, and 14%, by mass of total binder content, were proportioned. Termogravimetric analysis (TGA) and its derivative (DTG), Differential scanning calorimetry (DSC), and microstructural (Scanning electron microscopy (SEM)) analysis were carried out on samples of mortar mixtures. Furthermore, the 28-d hardened properties were assessed to assess the pozzolanic activity of the investigated mixtures. Strength activity index (SAI), DSC, and TGA analyzes are presented. The obtained results showed that all the mixtures exhibited adequate pozzolanic activity conforming to the ASTM C618 specifications.
{"title":"Calcinated Bentonite as Supplementary Cementitious Materials in Cement-Based Mortar","authors":"N. Mesboua, K. Benyounes, S. Kennouche, Y. Ammar, A. Benmounah, H. Kemer","doi":"10.2478/jaes-2021-0004","DOIUrl":"https://doi.org/10.2478/jaes-2021-0004","url":null,"abstract":"Abstract The construction industry consumes a large quantity of cement, which therefore leads to a high CO2 emission due to the cement manufacture. The partial replacement of cement by supplementary cementations materials (SCMs) is considered as the most promising alternative to reduce the environmental impact of this industry. This investigation aims to evaluate the performance of calcinated clay (calcined bentonite at 850 °C) used as partial replacement of cement in cement-based mortar. The evaluated performances include the physico-chemical and mechanical properties, as well as microstructural characteristics.. Various characterization tests, including laser granulometry, X-ray diffraction (XRD), and X-ray fluorescence spectrometry (XRF) have been investigated. In addition, the hardened properties of different mortar mixtures were also investigated. Mortar mixtures incorporating different calcinated clay percentages corresponding to 8, 10, 12, and 14%, by mass of total binder content, were proportioned. Termogravimetric analysis (TGA) and its derivative (DTG), Differential scanning calorimetry (DSC), and microstructural (Scanning electron microscopy (SEM)) analysis were carried out on samples of mortar mixtures. Furthermore, the 28-d hardened properties were assessed to assess the pozzolanic activity of the investigated mixtures. Strength activity index (SAI), DSC, and TGA analyzes are presented. The obtained results showed that all the mixtures exhibited adequate pozzolanic activity conforming to the ASTM C618 specifications.","PeriodicalId":44808,"journal":{"name":"Journal of Applied Engineering Sciences","volume":"11 1","pages":"23 - 32"},"PeriodicalIF":1.1,"publicationDate":"2021-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"49343951","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}
K. Ratna, C. Daniel, A. Ram, B. Yadav, G. Hemalatha
Abstract In this paper, a vibration control system with magnetorheological (MR) damper investigation is reviewed. At first a MR damper is investigated analytically using various finite element method software and the performance is investigated using experimental. The MR Dampers are designed and modelled for a scaled down setup. The application is in seismic resistance of buildings, automobile, physical and biological. Finally, the damper is investigated using various technique and methods used to study the performance is reviewed. This device reduces the vibration in both active and semi active control system effectively.
{"title":"Analytical Investigation of MR Damper for Vibration Control: A Review","authors":"K. Ratna, C. Daniel, A. Ram, B. Yadav, G. Hemalatha","doi":"10.2478/jaes-2021-0007","DOIUrl":"https://doi.org/10.2478/jaes-2021-0007","url":null,"abstract":"Abstract In this paper, a vibration control system with magnetorheological (MR) damper investigation is reviewed. At first a MR damper is investigated analytically using various finite element method software and the performance is investigated using experimental. The MR Dampers are designed and modelled for a scaled down setup. The application is in seismic resistance of buildings, automobile, physical and biological. Finally, the damper is investigated using various technique and methods used to study the performance is reviewed. This device reduces the vibration in both active and semi active control system effectively.","PeriodicalId":44808,"journal":{"name":"Journal of Applied Engineering Sciences","volume":"11 1","pages":"49 - 52"},"PeriodicalIF":1.1,"publicationDate":"2021-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"42345314","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. Rădulescu, Gheorghe M. T. Rădulescu, S. Nas, A. Rădulescu, M. Bondrea, C. Rădulescu
Abstract Currently in Transylvania there are over 600 castles, considered monuments belonging to the world or national heritage. Some of them have disappeared, some are in an advanced degradation, the vast majority being in different stages of degradation, but recoverable, through very expensive investments. The first condition for them to start a program of recovery and put them again in the tourist and cultural circuit is to know exactly the state in which they are, to evaluate the costs. The development of geomatics technologies now allows for the high fidelity assessment of this aspect. These included Global Navigation Satellite System (GNSS) - Total Stations + Levels precision, terrestrial and aerial photogrammetry, laser scanners with fixed stations, for each presenting technical data and products analyzed sequentially and corroborated-complementary. The purpose of the entire action was to establish a Workflow as dedicated as possible to the requests of the specialists involved in such projects, architects, builders, restorers, historians, cultural people, etc. The paper can highlight a model of good practices in this field, the researches continuing, by consulting the beneficiaries of products from the range offered through these activities.
{"title":"Synthetic Analysis of Geoinformatics Technologies for Preservation of Cultural Heritage, Methodological Approach","authors":"V. Rădulescu, Gheorghe M. T. Rădulescu, S. Nas, A. Rădulescu, M. Bondrea, C. Rădulescu","doi":"10.2478/jaes-2021-0005","DOIUrl":"https://doi.org/10.2478/jaes-2021-0005","url":null,"abstract":"Abstract Currently in Transylvania there are over 600 castles, considered monuments belonging to the world or national heritage. Some of them have disappeared, some are in an advanced degradation, the vast majority being in different stages of degradation, but recoverable, through very expensive investments. The first condition for them to start a program of recovery and put them again in the tourist and cultural circuit is to know exactly the state in which they are, to evaluate the costs. The development of geomatics technologies now allows for the high fidelity assessment of this aspect. These included Global Navigation Satellite System (GNSS) - Total Stations + Levels precision, terrestrial and aerial photogrammetry, laser scanners with fixed stations, for each presenting technical data and products analyzed sequentially and corroborated-complementary. The purpose of the entire action was to establish a Workflow as dedicated as possible to the requests of the specialists involved in such projects, architects, builders, restorers, historians, cultural people, etc. The paper can highlight a model of good practices in this field, the researches continuing, by consulting the beneficiaries of products from the range offered through these activities.","PeriodicalId":44808,"journal":{"name":"Journal of Applied Engineering Sciences","volume":"11 1","pages":"33 - 40"},"PeriodicalIF":1.1,"publicationDate":"2021-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"47672889","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. Rădulescu, Gheorghe M. T. Rădulescu, S. Nas, A. Rădulescu, M. Bondrea, C. Rădulescu
Abstract The paper presents an application of the methodology used in the paper “Synthetic analysis of geoinformatics technologies for cultural heritage conservation, methodological approach”. The creation of the 3D model of the Rákóczi-Bánffy Castle in Urmeniș, Bistrița Năsăud County, was done by applying and integrating Terrestrial Laser Scanning (TLS) technologies and aerial photogrammetry performed with an Unmanned Aerial Vehicle (UAV). Agisoft Photoscan was used to compare the results and then they were compared with the images scanned using CloudCompare software. Thus, following the performance, with the help of the mentioned software, of a series of processing of the point cloud obtained, through the two imaging technologies, the error between the points belonging to the point cloud taken with UAV and the one taken with Laser Scanner was between 1 and 15 mm, the margin of error being acceptable for monuments without complex architectural details, so that the point cloud resulting from UAVs can be used successfully in this activity. The aim of the paper is to elaborate a geomatic methodology with an optimized cost-quality ratio, later replicable in the analysis of the current state of other constructions of the same type, knowing that over 600 castles in Transylvania alone are in a similar state, and such cases can be found in other Central European states as well.
{"title":"Geoinformatics Technologies for Preservation of Cultural Heritage, Case Study, Rákóczi-Bánffy Castle, Urmeniș, Bistriţa Năsăud County, Romania","authors":"V. Rădulescu, Gheorghe M. T. Rădulescu, S. Nas, A. Rădulescu, M. Bondrea, C. Rădulescu","doi":"10.2478/jaes-2021-0006","DOIUrl":"https://doi.org/10.2478/jaes-2021-0006","url":null,"abstract":"Abstract The paper presents an application of the methodology used in the paper “Synthetic analysis of geoinformatics technologies for cultural heritage conservation, methodological approach”. The creation of the 3D model of the Rákóczi-Bánffy Castle in Urmeniș, Bistrița Năsăud County, was done by applying and integrating Terrestrial Laser Scanning (TLS) technologies and aerial photogrammetry performed with an Unmanned Aerial Vehicle (UAV). Agisoft Photoscan was used to compare the results and then they were compared with the images scanned using CloudCompare software. Thus, following the performance, with the help of the mentioned software, of a series of processing of the point cloud obtained, through the two imaging technologies, the error between the points belonging to the point cloud taken with UAV and the one taken with Laser Scanner was between 1 and 15 mm, the margin of error being acceptable for monuments without complex architectural details, so that the point cloud resulting from UAVs can be used successfully in this activity. The aim of the paper is to elaborate a geomatic methodology with an optimized cost-quality ratio, later replicable in the analysis of the current state of other constructions of the same type, knowing that over 600 castles in Transylvania alone are in a similar state, and such cases can be found in other Central European states as well.","PeriodicalId":44808,"journal":{"name":"Journal of Applied Engineering Sciences","volume":"11 1","pages":"41 - 48"},"PeriodicalIF":1.1,"publicationDate":"2021-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"49346394","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 Shaping the spatial policy belongs to the tasks of the local commune governments, which through the acts of local law in the form of local spatial development plans establish rules of land development for specific purposes. Analyzing properties which are not significantly diversified in terms of location, because they belong to the same area of the “local market”, it can be concluded that linking land properties with the functions they can perform and with their development possibilities is the most significant attribute which shapes the level of land value. Suburbanization processes influence the decisions of communes located in the immediate vicinity of urban agglomerations as to the directions of allocating land for specific purposes, especially in the areas within the city’s range of influence. The subject of the research is real estates with commercial, service and industrial functions located in the district of Krakow, within the boundaries of communes directly adjacent to Krakow. The aim of the works is to analyze the links between the location of areas designated for commercial development and the location of main communication routes and the distance from the city borders.
{"title":"Influence of the Central City on the Location of Commercial Buildings in the Agglomeration. The Example of Krakow, Poland","authors":"E. Debinska, Joanna Pałubska","doi":"10.2478/jaes-2021-0003","DOIUrl":"https://doi.org/10.2478/jaes-2021-0003","url":null,"abstract":"Abstract Shaping the spatial policy belongs to the tasks of the local commune governments, which through the acts of local law in the form of local spatial development plans establish rules of land development for specific purposes. Analyzing properties which are not significantly diversified in terms of location, because they belong to the same area of the “local market”, it can be concluded that linking land properties with the functions they can perform and with their development possibilities is the most significant attribute which shapes the level of land value. Suburbanization processes influence the decisions of communes located in the immediate vicinity of urban agglomerations as to the directions of allocating land for specific purposes, especially in the areas within the city’s range of influence. The subject of the research is real estates with commercial, service and industrial functions located in the district of Krakow, within the boundaries of communes directly adjacent to Krakow. The aim of the works is to analyze the links between the location of areas designated for commercial development and the location of main communication routes and the distance from the city borders.","PeriodicalId":44808,"journal":{"name":"Journal of Applied Engineering Sciences","volume":"11 1","pages":"17 - 22"},"PeriodicalIF":1.1,"publicationDate":"2021-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"43291535","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 Construction waste makes up a large part of the waste produced in Europe. Therefore, the European Commission has developed policies to create an economic cycle and increase waste recycling. These solutions have been developed reduce the destructive effects of the environment, including various certificates such as LEED in different countries to encourage building debris management. However, not all construction waste can be recycled and reused, often buried in the environment. Although these wastes are extracted from natural resources, the process of making them changes their original nature, and it is not possible to estimate the exact time of their decomposition and reversibility of waste in nature. Thus, a large part of them is landfilled due to their Non-Recyclability. Moreover, every year, a large area of fertile and usable land is allocated for their burial. This paper aims to clarify the non-recyclable part of landfilled construction waste in the environment, highlighting the need for importance and research in this area. It can improve and preserve the sources, land, and health of the environment and human beings in EU member states threatened by landfilling.
{"title":"Review of Landfills in Europe Accordind to the European Commissin’s Policy Identifying Effective Criteria for Reducind, Reusing, and Proposing Waste Levels in the Construction Sector","authors":"H. Ahmadi, J. G. Sánchez-Torija","doi":"10.2478/jaes-2021-0001","DOIUrl":"https://doi.org/10.2478/jaes-2021-0001","url":null,"abstract":"Abstract Construction waste makes up a large part of the waste produced in Europe. Therefore, the European Commission has developed policies to create an economic cycle and increase waste recycling. These solutions have been developed reduce the destructive effects of the environment, including various certificates such as LEED in different countries to encourage building debris management. However, not all construction waste can be recycled and reused, often buried in the environment. Although these wastes are extracted from natural resources, the process of making them changes their original nature, and it is not possible to estimate the exact time of their decomposition and reversibility of waste in nature. Thus, a large part of them is landfilled due to their Non-Recyclability. Moreover, every year, a large area of fertile and usable land is allocated for their burial. This paper aims to clarify the non-recyclable part of landfilled construction waste in the environment, highlighting the need for importance and research in this area. It can improve and preserve the sources, land, and health of the environment and human beings in EU member states threatened by landfilling.","PeriodicalId":44808,"journal":{"name":"Journal of Applied Engineering Sciences","volume":"11 1","pages":"1 - 8"},"PeriodicalIF":1.1,"publicationDate":"2021-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"42410153","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 Private section investment in the construction of transportation infrastructure, one of the most important of which is freeway projects, has been extensively used in developing countries in recent decades. However, in many cases due to the lack of necessary investigations and studies, the criteria have not been properly identified and, as a result, the proper way of participating in large-scale transport projects has resulted in numerous problems and, in some cases, project failure. However, choosing a private-public partnership will have a major impact on the success of freeway construction. However, due to the current conditions of the country’s economy, these projects are following with some risks. Therefore, in this study, the financial risk assessment of “public-private partnership” financing for road construction projects in Iran was investigated using the uncertainty approach and the BAS method. The research population of this study consisted of 23 researchers and experts with Ph.D. degree in finance with minimum degree of associate degree and experience of research and financial consulting in investment firms. According to the results, the lack of stability in planning and implementation of government programs and political risks, increases the risk of road construction projects and, in this regard, controlling the price fluctuations and bank financing of road construction projects can reduce the risk of these projects.
{"title":"Assessing Financial Risk in Public-Private Partnership Financing for Road Construction Projects in Iran Using Uncertainty Conditions Approach","authors":"M. Jaafarian, A. Ardeshir, A. F. Boyaghchi","doi":"10.2478/jaes-2020-0021","DOIUrl":"https://doi.org/10.2478/jaes-2020-0021","url":null,"abstract":"Abstract Private section investment in the construction of transportation infrastructure, one of the most important of which is freeway projects, has been extensively used in developing countries in recent decades. However, in many cases due to the lack of necessary investigations and studies, the criteria have not been properly identified and, as a result, the proper way of participating in large-scale transport projects has resulted in numerous problems and, in some cases, project failure. However, choosing a private-public partnership will have a major impact on the success of freeway construction. However, due to the current conditions of the country’s economy, these projects are following with some risks. Therefore, in this study, the financial risk assessment of “public-private partnership” financing for road construction projects in Iran was investigated using the uncertainty approach and the BAS method. The research population of this study consisted of 23 researchers and experts with Ph.D. degree in finance with minimum degree of associate degree and experience of research and financial consulting in investment firms. According to the results, the lack of stability in planning and implementation of government programs and political risks, increases the risk of road construction projects and, in this regard, controlling the price fluctuations and bank financing of road construction projects can reduce the risk of these projects.","PeriodicalId":44808,"journal":{"name":"Journal of Applied Engineering Sciences","volume":"10 1","pages":"139 - 146"},"PeriodicalIF":1.1,"publicationDate":"2020-11-11","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"41879978","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 continuous demands for stringent environmental regulation and increased interests in the preservation of natural resources have motivated industries and research institutions to examine and consider alternative approaches on the use of renewable resources and waste by-products. This study was conducted using one of the most available natural fiber types worldwide, the Phoenix Dactylifera L. Fibers, commonly known as Date Palm Fibers (DPF). Limited researches and inconsistencies in results obtained have been reported in literature on the use of DPF in concrete. Thus, there is a need of further evaluation and study on the structural behavior of fiber reinforced concrete with DPF. The present study used DPF as a natural reinforcement in concrete at varying content of 0%, 0.6%, 1.0%, and 1.4%; and different fiber lengths of 0 mm, 15 mm, 30 mm, and 45 mm. The results indicated that integration of DPF affects the physical properties particularly the workability and density of fresh concrete. Generally, the mechanical properties such as compressive strength, tensile strength, and flexural strength of DPF reinforced concrete decreases as the amount of DPF increases in content and fiber lengths. Scanning Electron Microscopy (SEM) analysis was carried out to examine the internal behavior and effect of DPF in the hardened concrete. Matrix deboning, fiber fractures, and voids due to the pull-out effect were observed as failure modes that contributed to lower compressive strength, tensile strength, flexural strength, and deflection as compared to control specimen.
{"title":"Structural Behavior of Phoenix Dactylifera L. Fibers Reinforced Concrete","authors":"R. Alayash, O. Bagcal, M. Baccay","doi":"10.2478/jaes-2020-0016","DOIUrl":"https://doi.org/10.2478/jaes-2020-0016","url":null,"abstract":"Abstract The continuous demands for stringent environmental regulation and increased interests in the preservation of natural resources have motivated industries and research institutions to examine and consider alternative approaches on the use of renewable resources and waste by-products. This study was conducted using one of the most available natural fiber types worldwide, the Phoenix Dactylifera L. Fibers, commonly known as Date Palm Fibers (DPF). Limited researches and inconsistencies in results obtained have been reported in literature on the use of DPF in concrete. Thus, there is a need of further evaluation and study on the structural behavior of fiber reinforced concrete with DPF. The present study used DPF as a natural reinforcement in concrete at varying content of 0%, 0.6%, 1.0%, and 1.4%; and different fiber lengths of 0 mm, 15 mm, 30 mm, and 45 mm. The results indicated that integration of DPF affects the physical properties particularly the workability and density of fresh concrete. Generally, the mechanical properties such as compressive strength, tensile strength, and flexural strength of DPF reinforced concrete decreases as the amount of DPF increases in content and fiber lengths. Scanning Electron Microscopy (SEM) analysis was carried out to examine the internal behavior and effect of DPF in the hardened concrete. Matrix deboning, fiber fractures, and voids due to the pull-out effect were observed as failure modes that contributed to lower compressive strength, tensile strength, flexural strength, and deflection as compared to control specimen.","PeriodicalId":44808,"journal":{"name":"Journal of Applied Engineering Sciences","volume":"10 1","pages":"101 - 110"},"PeriodicalIF":1.1,"publicationDate":"2020-11-11","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"41428149","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 This research concerns about the development and application of Variable Parameter Kinematic Wave Numerical model (VPKWM) based on 1-D Saint-Venant equation, to study the behaviour of the propagation of a flood wave in Non-prismatic natural waterways in an ungauged basin. The channel slope and wetted perimeter are considered as variable because of the irregularity of the boundary of the channel and the change in magnitude of discharge. The scarcity of reliable inflow data at upstream is a serious problem for the flood routing process in an ungauged basin. In this study the inflow hydrograph and lateral inflow hydrographs are obtained using SCS-CN method as rainfall runoff model. The performance of the model assessed considering four parameters such as root mean square error (RMSE), peak discharge, peak time and total volume. The results indicated that the VPKWM for non-prismatic channel provided reasonable output compared with the observed data.
{"title":"Investigation of Flood Routing Using Variable Parameter Kinematic Wave Model (VPKWM) for Non-Prismatic Natural Channel in an Ungauged Basin","authors":"B. Bharali, U. Misra","doi":"10.2478/jaes-2020-0017","DOIUrl":"https://doi.org/10.2478/jaes-2020-0017","url":null,"abstract":"Abstract This research concerns about the development and application of Variable Parameter Kinematic Wave Numerical model (VPKWM) based on 1-D Saint-Venant equation, to study the behaviour of the propagation of a flood wave in Non-prismatic natural waterways in an ungauged basin. The channel slope and wetted perimeter are considered as variable because of the irregularity of the boundary of the channel and the change in magnitude of discharge. The scarcity of reliable inflow data at upstream is a serious problem for the flood routing process in an ungauged basin. In this study the inflow hydrograph and lateral inflow hydrographs are obtained using SCS-CN method as rainfall runoff model. The performance of the model assessed considering four parameters such as root mean square error (RMSE), peak discharge, peak time and total volume. The results indicated that the VPKWM for non-prismatic channel provided reasonable output compared with the observed data.","PeriodicalId":44808,"journal":{"name":"Journal of Applied Engineering Sciences","volume":"10 1","pages":"111 - 118"},"PeriodicalIF":1.1,"publicationDate":"2020-11-11","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"43890636","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 Real water losses derived from water supply systems represent an important topic, nowadays. It is difficult to predict and to calculate the water lost volume, these values being crucial in any water balance. In addition, the leakage flow can be estimated only when the geometric and hydraulic characteristics of the pipes and the period of time associated to the leakage are known. Also, by using the equation of the water flow can be obtained inaccurate values, especially when incorrect values of discharge coefficient are used. The values of the discharge coefficient can vary between 0.6 and 0.85, depending on a multiple aspects, such as the pipe diameter, the orifice size and shape, the pipe material, the orifice position on the pipe wall, the pipe thickness and the hydraulic parameters of the water (flow and pressure). This paper is focused of an experimental study of a leak simulation in a PVC pipe. Thereby, a circular orifice is drilled on PVC pipe wall and the influence of the water flow and pressure on the discharge coefficient (Cd) is analysed. The experimental values obtained for de Cd are 0.59 - 0.86, values that are in accordance with the results from similar studies.
{"title":"Experimental Determination of the Discharge Coeffcient Through Circular Orifice in PVC Pipes","authors":"A. Hoțupan, A. Hadarean","doi":"10.2478/jaes-2020-0020","DOIUrl":"https://doi.org/10.2478/jaes-2020-0020","url":null,"abstract":"Abstract Real water losses derived from water supply systems represent an important topic, nowadays. It is difficult to predict and to calculate the water lost volume, these values being crucial in any water balance. In addition, the leakage flow can be estimated only when the geometric and hydraulic characteristics of the pipes and the period of time associated to the leakage are known. Also, by using the equation of the water flow can be obtained inaccurate values, especially when incorrect values of discharge coefficient are used. The values of the discharge coefficient can vary between 0.6 and 0.85, depending on a multiple aspects, such as the pipe diameter, the orifice size and shape, the pipe material, the orifice position on the pipe wall, the pipe thickness and the hydraulic parameters of the water (flow and pressure). This paper is focused of an experimental study of a leak simulation in a PVC pipe. Thereby, a circular orifice is drilled on PVC pipe wall and the influence of the water flow and pressure on the discharge coefficient (Cd) is analysed. The experimental values obtained for de Cd are 0.59 - 0.86, values that are in accordance with the results from similar studies.","PeriodicalId":44808,"journal":{"name":"Journal of Applied Engineering Sciences","volume":"10 1","pages":"133 - 138"},"PeriodicalIF":1.1,"publicationDate":"2020-11-11","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"41665317","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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