Test Cases: Difference between revisions
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__NOTOC__ | __NOTOC__ | ||
'''Under Construction''' | <font color=red>'''Under Construction'''</font> | ||
== Hydrodynamics == | == Hydrodynamics == | ||
# [[Long wave propagation | Long wave propagation ]] | # [[Long wave propagation | Long wave propagation ]] | ||
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== Structures== | == Structures== | ||
# [[Rubble Mound Tests | Rubble Mound Verification and Sensitivity]] | # [[Rubble Mound Tests | Rubble Mound Verification and Sensitivity]] | ||
# [[Weir Tests | Weir Application and Validation at Bonnet Carre Spillway]] | # [[Weir Tests | Weir Application and Validation at Bonnet Carre Spillway, MS]] | ||
# [[Culvert Tests | Culvert Application and Validation at ]] | # [[Culvert Tests | Culvert Application and Validation at White Ditch, MS ]] | ||
== Waves == | == Waves == | ||
Revision as of 17:29, 19 September 2010
Under Construction
Hydrodynamics
Sediment Transport
Channel Infilling
- Channel infilling by currents (Galappatti and Vreugdenhil 1985)
- Channel infilling by currents and waves parallel to flow (van Rijn 1986)
- Channel infilling by currents and waves perpendicular to flow (van Rijn and Havinga 1993)
Erosion Tests
Salinity
Structures
- Rubble Mound Verification and Sensitivity
- Weir Application and Validation at Bonnet Carre Spillway, MS
- Culvert Application and Validation at White Ditch, MS