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dc.contributor.authorArablousabet, Yeganeh
dc.date.accessioned2023-09-18T16:17:31Z
dc.date.available2023-09-18T16:17:31Z
dc.date.issued2021
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/112849
dc.description.abstractAt the beginning of this research, we examined the history of botany, expressed hypotheses, presented related basic equations, described flow simulation based on geometrical information, and reviewed numerical and laboratory studies related to flow simulation in the presence of aquatic plants. Field observations show that the presence of aquatic plants can disrupt local water flows and disrupt the local flow by providing new conditions. According to the necessary capabilities, among several numerical models, numerical modeling in FLOW 3D software , and its simulation in the porous medium have been selected. in modeling with FLOW 3D softwareMany variables such as physical conditions, type of current, timing, porosity coefficient, network dimensions, boundary conditions, etc. can be changed. In this research, the network dimensions, boundary conditions, and timing were analyzed for sensitivity by implementing the program and numerical modeling. After examining the physical conditions of the problem, we have investigated the flow rate in the porous medium in comparison with the flow rate in the presence of plant density which has been investigated in the laboratory environment in the past. In this way, firstly, in the FLOW 3D software , we examined different n between 0-1 in the porous medium , and then we compared the u/u10 ratio with different porosity coefficients in the model with the u/u10 output from the laboratory in different plant densities. We presented n-φ diagrams. In this model, by examining the parameter n, the porous mediumgeneralized with the environment of vegetation and by changing it, we have extracted the coefficient proportional to the density.per
dc.format.extentp. 1-10
dc.format.mediumtekstas / txt
dc.language.isoper
dc.source.urihttps://www.en.symposia.ir/ACUSCONF06
dc.source.urihttps://civilica.com/l/61241/
dc.source.urihttps://en.civilica.com/doc/1192524/
dc.subjectflow simulation
dc.subjectporous medium
dc.subjectFLOW 3D
dc.titleNumerical modeling of the effect of emerged aquatic canopy on water flow - presenting an applied method
dc.typeStraipsnis recenzuotame konferencijos darbų leidinyje / Paper published in peer-reviewed conference publication
dcterms.references5
dc.type.pubtypeP1d - Straipsnis recenzuotame konferencijos darbų leidinyje / Article published in peer-reviewed conference proceedings
dc.contributor.institutionVilniaus Gedimino technikos universitetas
dc.contributor.facultyVerslo vadybos fakultetas / Faculty of Business Management
dc.subject.researchfieldT 002 - Statybos inžinerija / Construction and engineering
dc.subject.vgtuprioritizedfieldsAE0202 - Aplinkos apsaugos technologijos / Environmental protection technologies
dc.subject.ltspecializationsL102 - Energetika ir tvari aplinka / Energy and a sustainable environment
dcterms.sourcetitleProceedings 6th international conference on civil engineering, architecture, urban planning with sustainable development approach, 2021-02-18, Tehran, Iran
dc.publisher.nameCIVILICA
dc.publisher.cityTehran
dc.identifier.elaba147594074


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