Advances in Hydraulics and Hydroinformatics Volume 2
This Special Issue reports on recent research trends in hydraulics, hydrodynamics, and hydroinformatics, and their novel applications in practical engineering. The Issue covers a wide range of topics, including open channel flows, sediment transport dynamics, two-phase flows, flow-induced vibration...
Format: | eBook |
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Language: | English |
Published: |
Basel, Switzerland
MDPI - Multidisciplinary Digital Publishing Institute
2020
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Subjects: | |
Online Access: | Open Access: DOAB: description of the publication Open Access: DOAB, download the publication |
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041 | 0 | |a eng | |
042 | |a dc | ||
072 | 7 | |a TBX |2 bicssc | |
720 | 1 | |a Zhou, Jianguo |4 edt | |
720 | 1 | |a Borthwick, Alistair |4 edt | |
720 | 1 | |a Borthwick, Alistair |4 oth | |
720 | 1 | |a Peng, Yong |4 edt | |
720 | 1 | |a Peng, Yong |4 oth | |
720 | 1 | |a Zhang, Jianmin |4 edt | |
720 | 1 | |a Zhang, Jianmin |4 oth | |
720 | 1 | |a Zhou, Jianguo |4 oth | |
245 | 0 | 0 | |a Advances in Hydraulics and Hydroinformatics Volume 2 |
260 | |a Basel, Switzerland |b MDPI - Multidisciplinary Digital Publishing Institute |c 2020 | ||
300 | |a 1 online resource (320 p.) | ||
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506 | 0 | |a Open Access |f Unrestricted online access |2 star | |
520 | |a This Special Issue reports on recent research trends in hydraulics, hydrodynamics, and hydroinformatics, and their novel applications in practical engineering. The Issue covers a wide range of topics, including open channel flows, sediment transport dynamics, two-phase flows, flow-induced vibration and water quality. The collected papers provide insight into new developments in physical, mathematical, and numerical modelling of important problems in hydraulics and hydroinformatics, and include demonstrations of the application of such models in water resources engineering. | ||
540 | |a Creative Commons |f https://creativecommons.org/licenses/by/4.0/ |2 cc |u https://creativecommons.org/licenses/by/4.0/ | ||
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650 | 7 | |a History of engineering and technology |2 bicssc | |
653 | |a 3D confined wall jet | ||
653 | |a abutment | ||
653 | |a aerated flow | ||
653 | |a air bubble chord length | ||
653 | |a air bubble frequency | ||
653 | |a air concentration | ||
653 | |a application depth | ||
653 | |a artificial ventilation | ||
653 | |a automation of flow modeling | ||
653 | |a backward-facing step | ||
653 | |a Bathy-supp | ||
653 | |a best depth | ||
653 | |a breaking wave | ||
653 | |a bridge piers | ||
653 | |a bridge scour | ||
653 | |a BSTEM model | ||
653 | |a cavitation bubble | ||
653 | |a central angle of step | ||
653 | |a CFD | ||
653 | |a CFD-DEM coupling | ||
653 | |a chute aerator | ||
653 | |a clogging | ||
653 | |a coherent vortex structure | ||
653 | |a collapse near a wall | ||
653 | |a collision in air | ||
653 | |a consistent particle method | ||
653 | |a dam-break flood | ||
653 | |a decay rate | ||
653 | |a DEM | ||
653 | |a desert-oasis areas | ||
653 | |a discharge coefficient | ||
653 | |a double cavitation bubble | ||
653 | |a drag force | ||
653 | |a drip irrigation | ||
653 | |a dry season | ||
653 | |a embankment weir | ||
653 | |a energy conversion rate | ||
653 | |a energy dissipation | ||
653 | |a evolution of precipitation | ||
653 | |a experiment | ||
653 | |a experimental model | ||
653 | |a experimental study | ||
653 | |a FGP (flaring gate pier) | ||
653 | |a finite crest length weir | ||
653 | |a flood & | ||
653 | |a floods | ||
653 | |a flow division | ||
653 | |a flow property | ||
653 | |a flow region | ||
653 | |a flow-induced vibration | ||
653 | |a fluctuating pressure | ||
653 | |a flushing | ||
653 | |a fluvial acoustic tomography | ||
653 | |a free shear layer | ||
653 | |a free surface flow | ||
653 | |a free surface measurement | ||
653 | |a Froude number | ||
653 | |a gate-opening modes | ||
653 | |a Gaussian distribution | ||
653 | |a gravity wave model | ||
653 | |a HEC-RAS controller | ||
653 | |a high-speed photography | ||
653 | |a hydraulic characteristics | ||
653 | |a hydraulic jump | ||
653 | |a hydrocyclone | ||
653 | |a hydrodynamic modelling | ||
653 | |a hydrodynamic performance | ||
653 | |a hyporheic exchange | ||
653 | |a image processing technology | ||
653 | |a impact pressure | ||
653 | |a influencing factors | ||
653 | |a information entropy theory | ||
653 | |a jet trajectory | ||
653 | |a k-ε model | ||
653 | |a large eddy simulation | ||
653 | |a lattice Boltzmann method | ||
653 | |a LES-VOF method | ||
653 | |a linearly moved irrigation system | ||
653 | |a longitudinal velocity | ||
653 | |a mean flow | ||
653 | |a micro-jet | ||
653 | |a model simulation | ||
653 | |a moving speed | ||
653 | |a multi-horizontal-submerged jets | ||
653 | |a multiple bubble collapse | ||
653 | |a near-field vibration | ||
653 | |a Ningxia-Inner Mongolia | ||
653 | |a non-submerged rigid vegetation | ||
653 | |a numerical analysis | ||
653 | |a numerical simulation | ||
653 | |a offset jet | ||
653 | |a open channel bend | ||
653 | |a optical motion capturing | ||
653 | |a orthogonal tests | ||
653 | |a overtopping flow | ||
653 | |a parallel cavitation | ||
653 | |a particle image velocimetry | ||
653 | |a particle shape | ||
653 | |a particle size | ||
653 | |a particle size distribution | ||
653 | |a phase difference | ||
653 | |a physical hydraulic modeling | ||
653 | |a PIV | ||
653 | |a plane gate | ||
653 | |a plunge pool | ||
653 | |a pool weir | ||
653 | |a pooled stepped spillway | ||
653 | |a potential core | ||
653 | |a pressure flow | ||
653 | |a pressure wave energy | ||
653 | |a pseudopotential lattice Boltzmann model | ||
653 | |a python scripting | ||
653 | |a radius-to-width ratio | ||
653 | |a rainfall intensity distribution | ||
653 | |a river bathymetry | ||
653 | |a river flow modeling | ||
653 | |a riverbank collapse | ||
653 | |a scour and velocity field | ||
653 | |a secondary flow | ||
653 | |a sediment | ||
653 | |a sediment transport | ||
653 | |a sediment transport simulation | ||
653 | |a sediments | ||
653 | |a sensitivity analysis | ||
653 | |a separation and reattachment | ||
653 | |a shallow lake | ||
653 | |a Sichuan province | ||
653 | |a ski-jump flow | ||
653 | |a slope coefficient | ||
653 | |a sloshing | ||
653 | |a solitary wave | ||
653 | |a spillway bottom | ||
653 | |a spillway outlet | ||
653 | |a stepped dropshaft | ||
653 | |a stilling basin with shallow-water cushion (SBSWC) | ||
653 | |a subcritical flow | ||
653 | |a submerged breakwater | ||
653 | |a submerged flow | ||
653 | |a submerged jets | ||
653 | |a surface-piercing propeller | ||
653 | |a surface−groundwater flow process | ||
653 | |a synchronized PIV | ||
653 | |a tank test | ||
653 | |a Tarim Basin | ||
653 | |a three-dimensional aerator | ||
653 | |a tidal channel junction | ||
653 | |a tidal discharge | ||
653 | |a tilt distribution cavitation | ||
653 | |a TOPSIS method | ||
653 | |a trajectory line | ||
653 | |a transforming mechanism | ||
653 | |a trapezoidal cross-section | ||
653 | |a turbulence | ||
653 | |a turbulent kinetic energy | ||
653 | |a two water jets | ||
653 | |a U-shaped channel | ||
653 | |a uniformity coefficient | ||
653 | |a velocity distribution | ||
653 | |a vortex | ||
653 | |a vortical evolution | ||
653 | |a water and sediment separation | ||
653 | |a water-saving irrigation development level | ||
653 | |a wave gauge | ||
653 | |a wavelet analysis | ||
653 | |a wetland | ||
653 | |a Y-shaped confluence channel | ||
653 | |a Yellow River | ||
793 | 0 | |a DOAB Library. | |
856 | 4 | 0 | |u https://directory.doabooks.org/handle/20.500.12854/68915 |7 0 |z Open Access: DOAB: description of the publication |
856 | 4 | 0 | |u https://mdpi.com/books/pdfview/book/2682 |7 0 |z Open Access: DOAB, download the publication |