Test Cases: Difference between revisions

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# [[Standing wave in a rectangular basin | Analytical Solution for a Standing Wave in a Rectangular Basin (Lamb 1945)]]
# [[Standing wave in a rectangular basin | Analytical Solution for a Standing Wave in a Rectangular Basin (Lamb 1945)]]
# [[Flat Basin | Wind setup in a flat basin ]]
# [[Flat Basin | Wind setup in a flat basin ]]
# [[Circ Basin | Wind-driven Flow in a Circular Basin ]]


'''Laboratory'''
'''Laboratory'''

Revision as of 20:13, 15 April 2014

UNDER CONSTRUCTION

Hydrodynamics

Analytical

  1. Analytical Solution of long wave propagation in a Quarter Annulus (Lynch 1978)
  2. Analytical Solution for Wind Setup
  3. Analytical Solution for Flow over a Bump
  4. Analytical Solution for Long-wave Runup over a Planar Slope (Carrier et al. 2003)
  5. Analytical Solution for Wind-driven Flow in a Circular Basin (Dupont 2001)
  6. Analytical Solution for a Standing Wave in a Rectangular Basin (Lamb 1945)
  7. Wind setup in a flat basin
  8. Wind-driven Flow in a Circular Basin

Laboratory

  1. Rectangular Flume with a Spure Dike (Rajaratnam and Nwachukwu 1983)
  2. Rectangular Flume with Sudden Expansion (Xie 1996)
  3. 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 to St. Augustine Inlet

Nonuniform Sediments

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

Salinity

  1. Salinity Transport Modeling at White Ditch Area, LA
  2. Salinity Calculations in the Jupiter Inlet - Loxahatchee River System, FL

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 on an Idealized Inlet (Seabergh et al. 2005)
  6. Regular Waves Breaking on a Planar Beach with Three Cusps (Borthwick and Foote 2002)

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