Research on Hydraulics and River Dynamics
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...
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| Format: | Electronic Book Chapter |
| Language: | English |
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Basel
MDPI - Multidisciplinary Digital Publishing Institute
2022
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| Online Access: | DOAB: download the publication DOAB: description of the publication |
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| 520 | |a 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 . | ||
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| 650 | 7 | |a History of engineering & technology |2 bicssc | |
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| 653 | |a open-channel flow | ||
| 653 | |a OpenFOAM | ||
| 653 | |a Reynolds-averaged Navier-Stokes model | ||
| 653 | |a turbulence model | ||
| 653 | |a two-dimensional dune | ||
| 653 | |a 60° bend | ||
| 653 | |a bed shear stress | ||
| 653 | |a turbulent kinetic energy | ||
| 653 | |a Reynolds shear stress | ||
| 653 | |a log-law | ||
| 653 | |a continuous bend | ||
| 653 | |a transition section | ||
| 653 | |a correlation of flow movement | ||
| 653 | |a width/depth ratio | ||
| 653 | |a circulation structure | ||
| 653 | |a circulation intensity | ||
| 653 | |a numerical simulation | ||
| 653 | |a local scour | ||
| 653 | |a spur dike | ||
| 653 | |a angle of repose | ||
| 653 | |a river sediment transport modeling | ||
| 653 | |a alluvial channels | ||
| 653 | |a hydraulic riverbed resistance | ||
| 653 | |a mathematical modeling | ||
| 653 | |a van Rijn sediment transport formula | ||
| 653 | |a local scouring | ||
| 653 | |a bridge pile group | ||
| 653 | |a material harvesting pit | ||
| 653 | |a hydrodynamic bridge pier | ||
| 653 | |a flow pattern | ||
| 653 | |a FLOW-3D | ||
| 653 | |a bed load transport | ||
| 653 | |a random forests | ||
| 653 | |a Gaussian processes regression | ||
| 653 | |a Meyer-Peter and Müller formula | ||
| 653 | |a sediment transport | ||
| 653 | |a incision | ||
| 653 | |a meandering | ||
| 653 | |a bedrock | ||
| 653 | |a curved channel | ||
| 653 | |a bed configurations | ||
| 653 | |a annular flume | ||
| 653 | |a cover lid rotation speed | ||
| 653 | |a developing flow | ||
| 653 | |a fully-developed flow | ||
| 653 | |a Reynolds stress anisotropy tensor | ||
| 653 | |a seepage flow | ||
| 653 | |a turbulence intensity | ||
| 653 | |a n/a | ||
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| 856 | 4 | 0 | |a www.oapen.org |u https://directory.doabooks.org/handle/20.500.12854/95844 |7 0 |z DOAB: description of the publication |