Test Cases: Difference between revisions
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# [[Spure Dike | Open Channel Flow ]] | # [[Spure Dike | Open Channel Flow ]] | ||
# [[Wind Setup | Analytical Solution for Wind Setup]] | # [[Wind Setup | Analytical Solution for Wind Setup]] | ||
# [[Flow over a bump | Analytical Solution for Flow over a Bump]] | |||
# [[Nested Idealized Inlet]] | # [[Nested Idealized Inlet]] | ||
Revision as of 23:01, 14 December 2010
UNDER CONSTRUCTION
Hydrodynamics
- Long wave propagation
- Open Channel Flow
- Analytical Solution for Wind Setup
- Analytical Solution for Flow over a Bump
- Nested Idealized Inlet
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
Morphology Change
- Model Application to Shark River Inlet
- Morphology Change Validation (In Cooperation with Jacksonville District)
Nonuniform Sediments
Salinity
Structures
- Rubble Mound Verification and Sensitivity
- Weir Application and Validation at Bonnet Carre Spillway, MS
- Culvert Application and Validation at White Ditch, MS
- Evaluation of breakwaters and sedimentation at Dana Point Harbor, CA
Waves
- Mississippi Coastal Improvement Program (MsCIP) Validation to Wave Measurements
- CMS-Wave 2008 - Lab Case 1
- CMS-Wave 2008 - Lab Case 2
- CMS-Wave 2008 - Lab Case 3
- CMS-Wave 2008 - Field Case 1
- CMS-Wave 2008 - Field Case 2
- CMS-Wave 2008 - Field Case 3
Current-Wave Interaction
- Regular Waves Breaking on a Planar Beach (Visser 1991)
- Random Waves Breaking on a Natural Beach (LSTF 2007)
- Random Waves Breaking on Barred Beach (Kuriyama and Ozaki 1993)
- Random Waves Breaking on Barred Beach (Smith et al. 1993)
- Regular Waves Breaking on a Planar Beach with Three Cusps (Borthwick and Foote 2002)