TY - BOOK ID - 113601465 TI - Research on Hydraulics and River Dynamics PY - 2022 SN - 3036555986 3036555978 PB - Basel MDPI - Multidisciplinary Digital Publishing Institute DB - UniCat KW - Technology: general issues KW - History of engineering & technology KW - bed roughness KW - open-channel flow KW - OpenFOAM KW - Reynolds-averaged Navier–Stokes model KW - turbulence model KW - two-dimensional dune KW - 60° bend KW - bed shear stress KW - turbulent kinetic energy KW - Reynolds shear stress KW - log-law KW - continuous bend KW - transition section KW - correlation of flow movement KW - width/depth ratio KW - circulation structure KW - circulation intensity KW - numerical simulation KW - local scour KW - spur dike KW - angle of repose KW - river sediment transport modeling KW - alluvial channels KW - hydraulic riverbed resistance KW - mathematical modeling KW - van Rijn sediment transport formula KW - local scouring KW - bridge pile group KW - material harvesting pit KW - hydrodynamic bridge pier KW - flow pattern KW - FLOW-3D KW - bed load transport KW - random forests KW - Gaussian processes regression KW - Meyer–Peter and Müller formula KW - sediment transport KW - incision KW - meandering KW - bedrock KW - curved channel KW - bed configurations KW - annular flume KW - cover lid rotation speed KW - developing flow KW - fully-developed flow KW - Reynolds stress anisotropy tensor KW - seepage flow KW - turbulence intensity KW - n/a KW - Reynolds-averaged Navier-Stokes model KW - Meyer-Peter and Müller formula UR - https://www.unicat.be/uniCat?func=search&query=sysid:113601465 AB - 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 . ER -