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This book presents 16 selected papers from the 7th International Conference on The Application of Physical Modelling in Coastal and Port Engineering and Science, Coastlab18. The conference was organized in Santander, Spain, from 22 to 26 May, 2018, by the Instituto de Hidráulica Ambiental de la Universidad de Cantabria, IHCantabria. Coastlab18 welcomed 175 attendees from 18 different countries. The technical program included three renowned keynote lectures and 120 presentations focused on theoretical and practical aspects related to physical modelling in the field of coastal and ocean engineering. Coastal and ocean structures, breakwaters, revetments, laboratory technologies, measurement systems, coastal field measurement and monitoring, combined physical and numerical modelling, physical modelling case studies, tsunamis, and coastal hydrodynamics were the main topics covered in the conference. This book attempts to cover, as completely as possible, all the topics presented during the conference. The papers were accepted after a peer-review process based on their full text.

History of engineering & technology --- hydraulic stability --- breaking wave conditions --- low-crested structures --- mound breakwaters --- armor layer --- overtopping --- dikes --- sea defenses --- bimodal seas --- swell --- oblique waves --- crossing seas --- wave basin --- mound breakwater --- armor stability --- Cubipod® --- breaking waves --- non-overtopping --- horizontal foreshore --- regular waves --- Stepped revetment --- wave impact --- physical model test --- rock slopes --- damage characterization --- damage parameters --- physical model tests --- linear waves --- nonlinear waves --- wavemaker theory --- wavemaker applicability --- outdoor wave basin --- long-term development --- vegetation development --- ecosystem services --- nature-based --- vertical barrier --- semi-submerged --- wind waves --- experiments --- laboratory --- operational system --- wave forecast --- wave modelling --- Mediterranean Sea --- monitoring program --- beach management --- bichromatic waves --- reflection separation --- bound waves --- stability --- erosion --- sea level rise --- repetition tests --- berm --- wave flume --- length effect --- aquaculture --- drag --- inertia --- Abbott–Firestone Curve --- laboratory tests --- physical model experiments --- scouring --- shingle foreshore --- sloping wall --- combined field experiment and numerical modeling --- overwash --- wave run-up --- infragravity waves --- XBeach --- coastal flooding --- dune erosion --- landslide waves --- tsunamis --- laboratory experiments --- momentum balance --- numerical wave modeling --- vertical cylinder --- DNS model --- pressure gradient --- wave force --- scour and shear stress --- n/a --- Abbott-Firestone Curve

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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.

History of engineering & technology --- 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

Choose an application

• Reference Manager
• EndNote
• RefWorks (Direct export to RefWorks)

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.

History of engineering & technology --- 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 --- 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