References

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Reports and Technical Notes

Waves

  • Lin, L., Mase, H.,Yamada, F., and Demirbilek, Z. (2006). "Wave-Action Balance Equation Diffraction (WABED) Model: Tests of Wave Diffraction and Reflection at Inlets", ERDC/CHL CHETN-III-73, U.S. Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory, Vicksburg, MS.
  • Lin, L., Demirbilek, Z., Mase, H., Zheng, J., and Yamada, Y. (2008). "CMS-Wave: A Nearshore Spectral Wave Processes Model for Coastal Inlets and Navigation Projects", ERDC/CHL TR-08-13.

Particle Tracking

  • Demirbilek, Z., Connell, K. J., MacDonald, N.J., and Zundel, A. K. (2008). "Particle Tracking Model in the SMS 10: IV. Link to Coastal Modeling System", Coastal and Hydraulics Engineering Technical Note ERDC/CHL CHETN-IV-71. Vicksburg, MS: U.S. Army Engineer Research and Development Center.
  • MacDonald, N. J., Davies, M. H., Zundel, A. K., Howlett, J. D., Demirbilek, Z., Gailani, J. Z., Lackey, T. C., and Smith, J. (2006). PTM: Particle Tracking Model; Report 1: Model Theory, Implementation, and Example Applications, ERDC/CHL-TR-06-20, U.S. Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory, Vicksburg, MS.

Sediment Transport

  • Camenen, B., and Larson, M. (2007). "A unified sediment transport formulation for coastal inlet applications", ERDC/CHL-TR-06-7, US Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory, Vicksburg, MS.

Morphodynamics

  • Buttolph, A. M., Reed, C. W., Kraus, N. C., Ono, N., Larson, M., Camenen, B., Hanson, H., Wamsley, T., and Zundel, A. K. (2006). "Two-Dimensional Depth-Averaged Circulation Model CMS-M2D: Version 3.0, Report 2, Sediment Transport and Morphology Change", ERDC/CHL-TR-06-7, U.S. Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory, Vicksburg, MS.

Applications/Projects

  • Byrnes, M.R., Griffee, S.F., and Osler, M.S. (2010). "Channel dredging and geomorphic response at and adjacent to Mobile Pass, Alabama", ERDC/CHL-TR-10-8, U.S. Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory, Vicksburg, MS.
  • Beck, T.M., and Kraus, N.C. (2010). "Shark River Inlet, New Jersey, entrance shoaling: Report 2, Analysis with Coastal Modeling System" ERDC/CHL-TR-10-4, U.S. Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory, Vicksburg, MS.
  • Seabergh, W.C., Smith, E.R., and Rosati, J.D. (2010). "Sabine-Neches Waterway, Sabine Pass Jetty System: Past and Future Performance", ERDC/CHL-TR-09-X, U.S. Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory, Vicksburg, MS.
  • Li, H., Brown, M. E., Smith, T. D., Podoski, J. H., (2009). "Evaluation of Proposed Channel on Circulation and Morphology Change at Kawaihae Harbor and Pelekane Bay, Island of Hawaii, HI", ERDC/CHL-TR-09-19, U.S. Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory, Vicksburg, MS.
  • Demirbilek, Z., Lin, L., and Nwogu, O. G. (2008). "Wave Modeling for Jetty Rehabilitation at the Mouth of the Columbia River, Washington/Oregon, USA", ERDC/CHL-TR-08-3, U.S. Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory, Vicksburg, MS.

Others

  • Brown, M. E., and Kraus, N. C. (2007). "Tips for developing bathymetry grids for Coastal Modeling System Applications", Coastal and Hydraulics Laboratory Engineering Technical Note ERDC/CHL CHETN-IV-69. U.S. Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory, Vicksburg, MS.
  • Sánchez, A. (2008). Interactions between wetlands and tidal inlets, Coastal and Hydraulics Engineering Technical Note. ERDC/CHL CHETN-IV-72. Vicksburg,MS: U.S. Army Engineer Research and Development Center.
  • Li, H., (2010). "Concepts and applications of water transport time scales for coastal inlet systems" ERDC/CHL CHETN-IV-77. U.S. Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory, Vicksburg, MS.

Experiments

  • Gravens, M. B., and Wang, P. (2007). "Data Report: Laboratory Testing of Longshore Sand Transport by Waves and Currents; Morphology Change Behind Headland Structures," Technical Report ERDC/CHL-TR-07-8, U.S. Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory, Vicksburg, MS.

Journal Papers

Waves

  • Zheng, J., H. Mase, Z. Demirbilek, and L. Lin. (2008). "Implementation and evaluation of alternative wave breaking formulas in a coastal spectral wave mode", Ocean Engineering, 35, 1090-1101.

Hydrodynamics

  • Wu, W., Sánchez, A., and Mingliang, Z., (2011). "An Implicit 2-D shallow water flow model on an Unstructured Quadtree rectangular grid", Journal of Coastal Research, [In Press]

Wave-Current Interaction

  • Demirbilek, Z., Lin, L., Seabergh, W.C., Mase, H., Zheng, J. (2009). "Laboratory and numerical studies of hydrodynamics near jetties"

Sediment Transport

  • Sánchez, A., and Wu, W. (2011). "A Non-equilibrium Sediment Transport Model for Coastal Inlet Applications", Journal of Coastal Research, [In Press].
  • Camenen, B. (2009). "Estimation of wave-related ripple characteristics and induced bed shear stress" Estuarine, Coastal and Shelf Science, 84, 553-463.
  • Camenen, B., and Larson, M. (2008). "Equivalent Roughness Height for Plane Bed Oscillatory Flow," Estuarine, Coastal, and Shelf Science, Vol 81, pp 409-422.
  • Camenen, B., and Larson, M., (2008). "A General Formula for Non-Cohesive Suspended Sediment Transport," Journal of Coastal Research, Vol 24, No. 3, pp 615-627.
  • Camenen, B., and Larson, M. (2007). "A Unified Sediment Transport Formulation for Coastal Inlet Application," Contract Report ERDC/CHL-CR-07-1, US Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory, Vicksburg, MS.
  • Camenen, B., and Larson, M. (2007). "A Total Load Formula for the Nearshore," Proceedings Coastal Sediments '07 Conference, ASCE Press, Reston, VA, 56-67.
  • Hanson, H., and Camenen, B. (2007). "Closed Form Solution for Threshold Velocity for Initiation of Sediment Motion Under Waves," Proceedings Coastal Sediments '07 Conference, ASCE Press, Reston, VA, 15-27.
  • Camenen, B. and Larson, M., (2006). "Phase Lag Effects in Sheet Flow Transport," Coastal Engineering,Vol 53, pp 531-542. §Camenen, B., Bayram, A., and Larson, M., 2006. "Equivalent Roughness Height for Plane Bed Under Steady Flow," Journal of Hydraulic Engineering,Vol 132, No. 11, pp 1146-1158.

Morphodynamics

  • Nam, P.T., and Larson, M. (2010). "Model of nearshore waves and wave-induced currents around a detached breakwater", Journal of Waterway, Port, Coastal, and Ocean Engineering, 136(3),156-176.
  • Roberts, T.M., Wang, P., and Kraus, N.C. (2010) "Limits of wave runup and corresponding beach profile change from large-scale laboratory data" Journal of Coastal Research, 26(1), 184-198. PDF
  • Kraus, N.C. (2010). "Sand tracer movement measured in a strong rip current" In: (Leatherman, S.P., ed.) Rip Currents, Beach Safety, Physical Oceanography, and Wave Modeling, CRC Press. PDF
  • Roberts, T.M., Wang, P., and Kraus, N.C. (2010) "Limits of wave runup and corresponding beach profile change from large-scale laboratory data" Journal of Coastal Research, 26(1), 184-198.
  • Nam, P.T., Larson, M., Hanson, H., and Hoan, L.X. (2009). "A numerical model of nearshore waves, currents, and sediment transport", Coastal Engineering, 56, 1084-1096.

Conference Papers

Waves

  • Lin, L., Demirbilek, Z., Zhen, J., and Mase, H. (2010). "Rapid Calculation of Nonlinear Wave-Wave Interaction in Wave-Action Balance Equation" ICCE 2010.

Morphodynamics

  • Wu, W., Sanchez, A., and Mingliang (2011). "An Implicit 2-D Depth-Averaged Finite-Volume Model of Flow and Sediment Transport in Coastal Waters", ICCE 2010
  • Barcak, R. G., Kraus, N. C., Lin, L., Smith, E. R., Heilman, D. J., and Thomas, R. C. 2007 Navigation Improvement, Mouth of the Colorado River, Texas, Proceedings Coastal Sediments '07 Conference, ASCE Press, Reston, VA, 1502-1514.
  • Wang, P., Tidwell, D. K., Beck, T. M., and Kraus, N. C. (2007). "Sedimentation Patterns in a Stabilized Migratory Inlet, Blind Pass, FL", Proceedings Coastal Sediments ’07 Conference, ASCE Press, Reston, VA, 1377-1390.
  • Zarillo, G. A., and Brehin, F. G. A. (2007) "Hydrodynamic and Morphologic Modeling at Sebastian Inlet, FL", Proceedings Coastal Sediments '07 Conference, ASCE Press, Reston, VA, 1297-1310.

Applications/Projects

  • Li, H., Brown, Smith, T.D., and Podoski, J.H. (2010). "Evaluation of a proposed channel on circulation and morphology change at Kawaihae Harbor and Pelekane Bay, Island of Hawaii, HI, USA" ICCE 2010.
  • Beck, T. M., and Wang, P. (2009). "Influences of channel dredging on flow and sedimentation patterns at microtidal inlets, West-central Florida, USA", Proceedings Coastal Dynamics 2009.
  • Wamsley, T. V., Cialone, M. A., Connell, K. J., and Kraus, N. C. (2006). "Breach History and Susceptibility Study, South Jetty and Navigation Project, Grays Harbor, WA", ERDC/CHL-TR-06-22, U.S. Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory, Vicksburg, MS.
  • Hughes, S. A., and Cohen, J. (2006). "Half Moon Bay, Grays Harbor, Washington: Movable-Bed Physical Model Study", Technical Report ERDC/CHL-TR-06-15, US Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory, Vicksburg, MS.
  • Michalsen, D. R., Babcock, S. D., Lin, L. (2010). "Feasibility of a Barrier Island Restoration for Storm Damage Reduction at a Large Natural Inlet: Willapa Bay, Washington, USA" ICCE 2010.
  • Seabergh, W. C., Demirbilek, Z., and Lin, L. (2008). "Guidelines Based on Physical and Numerical Modeling Studies for Jetty Spur Design at Coastal Inlets", International Journal of Ecology & Development (IJED), 11(F08), 4-19.
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