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== Waves ==
== Reports and Technical Notes ==
 
 
* 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.
 
* 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.
 
* 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", Technical Report ERDC/CHL-TR-06-7, US 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.
 
* 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.
 
=== Waves ===
* Lin, L., Demirbilek, Z., Zhen, J., and Mase, H. (2010). "Rapid Calculation of  Nonlinear Wave-Wave Interaction in Wave-Action Balance Equation"  
* Lin, L., Demirbilek, Z., Zhen, J., and Mase, H. (2010). "Rapid Calculation of  Nonlinear Wave-Wave Interaction in Wave-Action Balance Equation"  


== Morphodynamics ==  
== Journal Papers ==
 
== Hydrodynamics ==
 
=== Sediment Transport ===
 
* Sánchez, A., and Wu, W. (2010). "A Non-equilibrium Sediment Transport Model for Coastal Inlet Applications", Journal of Coastal Research, Submitted Oct 2009.
 
* 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.
 
* 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.   
 
== Conference Papers ==
* 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"
* 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"


* Wu, W., Sanchez, A., and Mingliang (2011). "An Implicit 2-D  Depth-Averaged Finite-Volume Model of Flow and Sediment Transport in  Coastal Waters",
 
* 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.
 
* Li, H., Brown, M. E., Smith, T. D., Podoski, J. H., 2009 (draft). Evaluation of Proposed Channel on Circulation and Morphology Change at Kawaihae Harbor and Pelekane Bay, Island of Hawaii, HI, Technical Report ERDC/CHL-TR-XX-XX, US Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory, Vicksburg, MS.
 
* Seabergh, W.C., Smith, E.R., and Rosati, J.D. 2009 (draft). Sabine-Neches Waterway, Sabine Pass Jetty System: Past and Future Performance, ERDC/CHL-TR-09-X, US 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, US Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory, Vicksburg, Mississippi.
 
* 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.

Revision as of 17:19, 18 December 2010

Reports and Technical Notes

  • 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.
  • 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.
  • 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", Technical Report ERDC/CHL-TR-06-7, US 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.
  • 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.

Waves

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

Journal Papers

Hydrodynamics

Sediment Transport

  • Sánchez, A., and Wu, W. (2010). "A Non-equilibrium Sediment Transport Model for Coastal Inlet Applications", Journal of Coastal Research, Submitted Oct 2009.
  • 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.
  • 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.

Conference Papers

  • 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"


  • 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.
  • Li, H., Brown, M. E., Smith, T. D., Podoski, J. H., 2009 (draft). Evaluation of Proposed Channel on Circulation and Morphology Change at Kawaihae Harbor and Pelekane Bay, Island of Hawaii, HI, Technical Report ERDC/CHL-TR-XX-XX, US Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory, Vicksburg, MS.
  • Seabergh, W.C., Smith, E.R., and Rosati, J.D. 2009 (draft). Sabine-Neches Waterway, Sabine Pass Jetty System: Past and Future Performance, ERDC/CHL-TR-09-X, US 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, US Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory, Vicksburg, Mississippi.
  • 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.