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230202 ||| eng |
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|a 9783036555980
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|a 9783036555973
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|a books978-3-0365-5598-0
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1 |
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|a Hrissanthou, Vlassios
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| 245 |
0 |
0 |
|a Research on Hydraulics and River Dynamics
|h Elektronische Ressource
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| 260 |
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|a Basel
|b MDPI - Multidisciplinary Digital Publishing Institute
|c 2022
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| 300 |
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|a 1 electronic resource (186 p.)
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| 653 |
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|a turbulence model
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| 653 |
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|a Reynolds-averaged Navier-Stokes model
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| 653 |
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|a hydrodynamic bridge pier
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| 653 |
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|a angle of repose
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|a open-channel flow
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|a bed configurations
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|a n/a
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|a width/depth ratio
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| 653 |
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|a seepage flow
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| 653 |
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|a transition section
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| 653 |
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|a annular flume
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| 653 |
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|a turbulence intensity
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| 653 |
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|a Reynolds shear stress
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| 653 |
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|a random forests
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| 653 |
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|a turbulent kinetic energy
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| 653 |
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|a meandering
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| 653 |
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|a van Rijn sediment transport formula
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| 653 |
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|a Gaussian processes regression
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| 653 |
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|a fully-developed flow
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| 653 |
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|a bed shear stress
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| 653 |
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|a History of engineering & technology / bicssc
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| 653 |
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|a local scouring
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| 653 |
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|a two-dimensional dune
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| 653 |
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|a circulation intensity
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| 653 |
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|a Technology: general issues / bicssc
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| 653 |
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|a 60° bend
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| 653 |
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|a bridge pile group
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| 653 |
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|a curved channel
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| 653 |
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|a bedrock
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| 653 |
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|a OpenFOAM
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| 653 |
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|a mathematical modeling
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| 653 |
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|a local scour
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| 653 |
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|a Meyer-Peter and Müller formula
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| 653 |
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|a Reynolds stress anisotropy tensor
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| 653 |
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|a bed roughness
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| 653 |
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|a numerical simulation
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| 653 |
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|a bed load transport
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| 653 |
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|a cover lid rotation speed
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| 653 |
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|a log-law
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| 653 |
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|a material harvesting pit
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| 653 |
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|a circulation structure
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| 653 |
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|a incision
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| 653 |
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|a continuous bend
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| 653 |
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|a river sediment transport modeling
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| 653 |
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|a sediment transport
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| 653 |
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|a alluvial channels
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| 653 |
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|a spur dike
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| 653 |
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|a flow pattern
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| 653 |
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|a FLOW-3D
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|a hydraulic riverbed resistance
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| 653 |
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|a developing flow
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|a correlation of flow movement
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1 |
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|a Hrissanthou, Vlassios
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| 041 |
0 |
7 |
|a eng
|2 ISO 639-2
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| 989 |
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|b DOAB
|a Directory of Open Access Books
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| 500 |
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|a Creative Commons (cc), https://creativecommons.org/licenses/by/4.0/
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| 028 |
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|a 10.3390/books978-3-0365-5598-0
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| 856 |
4 |
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|u https://www.mdpi.com/books/pdfview/book/6501
|7 0
|x Verlag
|3 Volltext
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| 856 |
4 |
2 |
|u https://directory.doabooks.org/handle/20.500.12854/95844
|z DOAB: description of the publication
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|a 900
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|a 333
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|a 500
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|a 380
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|a 600
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|a 620
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|a 340
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|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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