Test Cases

UNDER CONSTRUCTION

Hydrodynamics

1. Long wave propagation
2. Open Channel Flow
3. Analytical Solution for Wind Setup
4. Analytical Solution for Flow over a Bump
5. Rectangular Flume with Sudden Expansion
6. Nested Idealized Inlet

Sediment Transport

Channel Infilling

1. Channel infilling by currents (Galappatti and Vreugdenhil 1985)
2. Channel infilling by currents and waves parallel to flow (van Rijn 1986)
3. Channel infilling by currents and waves perpendicular to flow (van Rijn and Havinga 1993)

Erosion Tests

1. Clear water jet (Thuc 1991)

Morphology Change

1. Model Application to Shark River Inlet
2. Morphology Change Validation (In Cooperation with Jacksonville District)
3. Comparison of a Physical and Numerical Mobile-Bed Model of Beach and T-Head Groin

Nonuniform Sediments

1. Downstream Fining of Nonuniform Sediments (Seal et al. 1995)

Salinity

1. Salinity Transport Modeling at White Ditch Area, LA

Structures

1. Rubble Mound Verification and Sensitivity
2. Weir Application and Validation at Bonnet Carre Spillway, MS
3. Culvert Application and Validation at White Ditch, MS
4. Evaluation of breakwaters and sedimentation at Dana Point Harbor, CA

Waves

1. Mississippi Coastal Improvement Program (MsCIP) Validation to Wave Measurements
2. CMS-Wave 2008 - Lab Case 1
3. CMS-Wave 2008 - Lab Case 2
4. CMS-Wave 2008 - Lab Case 3
5. CMS-Wave 2008 - Field Case 1
6. CMS-Wave 2008 - Field Case 2
7. CMS-Wave 2008 - Field Case 3

Current-Wave Interaction

1. Regular Waves Breaking on a Planar Beach (Visser 1991)
2. Random Waves Breaking on a Natural Beach (LSTF 2007)
3. Random Waves Breaking on Barred Beach (Kuriyama and Ozaki 1993)
4. Random Waves Breaking on Barred Beach (Smith et al. 1993)
5. Regular Waves Breaking on a Planar Beach with Three Cusps (Borthwick and Foote 2002)

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