Research on Hydraulics and River Dynamics
dc.contributor.editor | Hrissanthou, Vlassios | |
dc.date.accessioned | 2023-01-05T12:35:22Z | |
dc.date.available | 2023-01-05T12:35:22Z | |
dc.date.issued | 2022 | |
dc.identifier | ONIX_20230105_9783036555973_73 | |
dc.identifier.uri | https://directory.doabooks.org/handle/20.500.12854/95844 | |
dc.description.abstract | This Special Issue includes nine original contributions focused on river hydraulics. Four of these resulted from cooperation between universities from different countries: (a) Russia and Poland , (b) Taiwan and the USA , (c) Iran and Italy, and (d) India and Italy . The other contributions resulted from research carried out in universities from South Korea [5], Greece [6], China , and Japan . | |
dc.language | English | |
dc.subject.classification | thema EDItEUR::T Technology, Engineering, Agriculture, Industrial processes::TB Technology: general issues | en_US |
dc.subject.classification | thema EDItEUR::T Technology, Engineering, Agriculture, Industrial processes::TB Technology: general issues::TBX History of engineering and technology | en_US |
dc.subject.other | bed roughness | |
dc.subject.other | open-channel flow | |
dc.subject.other | OpenFOAM | |
dc.subject.other | Reynolds-averaged Navier–Stokes model | |
dc.subject.other | turbulence model | |
dc.subject.other | two-dimensional dune | |
dc.subject.other | 60° bend | |
dc.subject.other | bed shear stress | |
dc.subject.other | turbulent kinetic energy | |
dc.subject.other | Reynolds shear stress | |
dc.subject.other | log-law | |
dc.subject.other | continuous bend | |
dc.subject.other | transition section | |
dc.subject.other | correlation of flow movement | |
dc.subject.other | width/depth ratio | |
dc.subject.other | circulation structure | |
dc.subject.other | circulation intensity | |
dc.subject.other | numerical simulation | |
dc.subject.other | local scour | |
dc.subject.other | spur dike | |
dc.subject.other | angle of repose | |
dc.subject.other | river sediment transport modeling | |
dc.subject.other | alluvial channels | |
dc.subject.other | hydraulic riverbed resistance | |
dc.subject.other | mathematical modeling | |
dc.subject.other | van Rijn sediment transport formula | |
dc.subject.other | local scouring | |
dc.subject.other | bridge pile group | |
dc.subject.other | material harvesting pit | |
dc.subject.other | hydrodynamic bridge pier | |
dc.subject.other | flow pattern | |
dc.subject.other | FLOW-3D | |
dc.subject.other | bed load transport | |
dc.subject.other | random forests | |
dc.subject.other | Gaussian processes regression | |
dc.subject.other | Meyer–Peter and Müller formula | |
dc.subject.other | sediment transport | |
dc.subject.other | incision | |
dc.subject.other | meandering | |
dc.subject.other | bedrock | |
dc.subject.other | curved channel | |
dc.subject.other | bed configurations | |
dc.subject.other | annular flume | |
dc.subject.other | cover lid rotation speed | |
dc.subject.other | developing flow | |
dc.subject.other | fully-developed flow | |
dc.subject.other | Reynolds stress anisotropy tensor | |
dc.subject.other | seepage flow | |
dc.subject.other | turbulence intensity | |
dc.subject.other | n/a | |
dc.title | Research on Hydraulics and River Dynamics | |
dc.type | book | |
oapen.identifier.doi | 10.3390/books978-3-0365-5598-0 | |
oapen.relation.isPublishedBy | 46cabcaa-dd94-4bfe-87b4-55023c1b36d0 | |
oapen.relation.isbn | 9783036555973 | |
oapen.relation.isbn | 9783036555980 | |
oapen.pages | 186 | |
oapen.place.publication | Basel |
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