Advances in Hydraulics and Hydroinformatics Volume 2 

<br/><br/><br/>English[eng] 
<br/><br/><label>Subjects--Topical Terms: </label><br/>chute aerator||spillway bottom||air concentration||air bubble frequency||air bubble chord length||evolution of precipitation||model simulation||information entropy theory||desert–oasis areas||Tarim Basin||gravity wave model||dam-break flood||image processing technology||experimental study||cavitation bubble||high-speed photography||impact pressure||micro-jet||Ningxia–Inner Mongolia||Yellow River||riverbank collapse||BSTEM model||flood &amp||dry season||sediment transport||finite crest length weir||FGP (flaring gate pier)||discharge coefficient||subcritical flow||river flow modeling||sediment transport simulation||automation of flow modeling||HEC-RAS controller||python scripting||three-dimensional aerator||multi-horizontal-submerged jets||energy dissipation||near-field vibration||fluctuating pressure||gate-opening modes||collapse near a wall||double cavitation bubble||tilt distribution cavitation||parallel cavitation||pseudopotential lattice Boltzmann model||numerical simulation||pooled stepped spillway||pool weir||flow property||surface-piercing propeller||artificial ventilation||hydrodynamic performance||LES-VOF method||flow-induced vibration||plane gate||numerical analysis||bridge scour||submerged flow||physical hydraulic modeling||ski-jump flow||spillway outlet||jet trajectory||experimental model||rainfall intensity distribution||two water jets||collision in air||Gaussian distribution||trajectory line||clogging||drip irrigation||flushing||particle size distribution||sediments||submerged jets||aerated flow||plunge pool||trapezoidal cross-section||U-shaped channel||radius-to-width ratio||slope coefficient||hydraulic characteristics||hydraulic jump||Froude number||stilling basin with shallow-water cushion (SBSWC)||large eddy simulation||best depth||CFD–DEM coupling||hydrocyclone||particle shape||particle size||water and sediment separation||stepped dropshaft||flow region||central angle of step||free surface measurement||optical motion capturing||tank test||wave gauge||sloshing||offset jet||potential core||decay rate||k-ε model||abutment||overtopping flow||pressure flow||scour and velocity field||Y-shaped confluence channel||non-submerged rigid vegetation||longitudinal velocity||secondary flow||turbulent kinetic energy||wetland||lattice Boltzmann method||shallow lake||drag force||water-saving irrigation development level||Sichuan province||TOPSIS method||experiment||particle image velocimetry||3D confined wall jet||mean flow||multiple bubble collapse||pressure wave energy||energy conversion rate||consistent particle method||solitary wave||submerged breakwater||breaking wave||vortex||free surface flow||embankment weir||bridge piers||turbulence||CFD||sediment||transforming mechanism||open channel bend||velocity distribution||PIV||hyporheic exchange||surface−groundwater flow process||influencing factors||orthogonal tests||sensitivity analysis||linearly moved irrigation system||application depth||moving speed||uniformity coefficient||tidal discharge||phase difference||tidal channel junction||flow division||fluvial acoustic tomography||wavelet analysis||DEM||hydrodynamic modelling||river bathymetry||floods||Bathy-supp||coherent vortex structure||backward-facing step||synchronized PIV||separation and reattachment||free shear layer||vortical evolution