CMS/VVUQtestCases: Difference between revisions
Jump to navigation
Jump to search
mNo edit summary |
m (→Lab) |
||
Line 18: | Line 18: | ||
#Steady flow in a rectangular flume (2): spur dike, sudden expansion | #Steady flow in a rectangular flume (2): spur dike, sudden expansion | ||
#Planar sloping beach with incident waves | #Planar sloping beach with incident waves | ||
#Idealized inlet | #Idealized inlet - Yan/Lihwa | ||
#Channel infilling (3): steady flow, wave parallel to flow, wave perpendicular to flow | #Channel infilling (3): steady flow, wave parallel to flow, wave perpendicular to flow | ||
#LSTF | #LSTF |
Revision as of 15:51, 1 November 2019
__NOTITLE__
Proposed New VV/UQ Test Cases - FY20
Analytical
- Wind setup
- Wind driven flow
- Tidal propagation
- Flow over a bump
- Long-wave rump over a slope
- Scalar transport
- Wave generation and growth
- Non-linear wave-wave interaction
- Wave diffraction
Lab
- Steady flow in a rectangular flume (2): spur dike, sudden expansion
- Planar sloping beach with incident waves
- Idealized inlet - Yan/Lihwa
- Channel infilling (3): steady flow, wave parallel to flow, wave perpendicular to flow
- LSTF
- Clear water jet erosion
- Bed aggradation and sediment sorting
- Wave breaking
- Wave runup
- Experiments for Cleveland Harbor
- Wave roller w/Wave or Wave and Flow
Field cases
- Grays Harbor
- Coos Bay
- Ogden Dunes
- Waukegan Harbor
- Merrimack
- Coastal Model Test Bed