References

Reports and Technical Notes

Theory and Numerical Methods

• Sánchez, A., Wu, W., Li, H., Brown, M., Reed, C., Rosati, J., and Demirbilek, Z. (2014). "Coastal Modeling System: Mathematical Formulations and Numerical Methods" ERDC/CHL TR-14-2, U.S. Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory, Vicksburg, MS. Download

Verification and Validation

• Demirbilek, Z. and Rosati, J.D. 2011. Verification and Validation of the Coastal Modeling System: Report I, Executive Summary. Tech. Report ERDC/CHL-TR-11-10, U.S. Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory, Vicksburg, MS.

• Lin, L., Demirbilek, Z., Thomas, R., and Rosati III, J. 2011b. Verification and Validation of the Coastal Modeling System, Report 2: CMS-Wave, Technical Report ERDC/CHL-TR-11-10, US Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory, Vicksburg, MS.

• Sánchez, A., Wu, W. Rosati, J.D., Demirbilek, Z. Li, L., Rosati, J., Thomas, R., Reed, C., Watts, I., and Brown, M. 2011a. Verification and Validation of the Coastal Modeling System: Report 3, CMS-Flow Hydrodynamics. ERDC/CHL-TR-11-10, US Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory, Vicksburg, MS.

• Sánchez, A., Wu, W. Rosati, J.D., Demirbilek, Z. Li, L., Rosati, J., Thomas, R., Reed, C., Watts, I., and Brown, M. 2011b. Verification and Validation of the Coastal Modeling System: Report 4, CMS-Flow Sediment Transport and Morphology Change. ERDC/CHL-TR-11-10, US Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory, Vicksburg, MS.

Waves

• Lin, L., Watts, I., Demirbilek, Z., (2010). "CMS-Wave Model Part 3: Grid nesting and application example for Rhode island South Shore Regional Sediment Management Study" ERDC/CHL CHETN-IV-76.

• 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. U.S. Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory, Vicksburg, MS.

• Demirbilek, Z., Lin, L., and Zundel, A. (2007). "WABED model in the SMS: Part 2. Graphical interface" ERDC/CHL CHETN-I-74. U.S. Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory, Vicksburg, MS.

• 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.

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 and Morphodynamics

• Kuiry, S.N., Ding, Y., and Wang, S.S.Y.(2010). "Modelling coastal barrier breaching flows with well-balanced shock-capturing technique" Computers and Fluids, 39(10), 2051-2068.

• 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.

• 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 CHETN-IV-63, U.S. Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory, Vicksburg, MS.

• Hanson, H., and Militello, A. (2005). "Representation of nonerodible (hard) bottom in two-dimensional morphology change models", ERDC/CHL CHETN-IV-63 U.S. Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory, Vicksburg, MS.

• Militello, A. M., Reed, C. W., Zundel, A. K., and Kraus, N. C. (2004). "Two-Dimensional Depth-Averaged Circulation Model CMS-M2D: Version 2.0, Report 1, Technical Documentation and User's Guide", ERDC/CHL-TR-04-2, 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.

Structures

• Li, H., Sánchez, A., Wu, W., and Reed, C.W. (2013a). Implementation of structures in the CMS: Part I, Rubble mounds. ERDC/CHL CHETN-IV-93. U.S. Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory, Vicksburg, MS.

• Li, H., Sánchez, A., Wu, W., and Reed, C.W. (2013b). Implementation of Structures in the CMS: Part II, Weirs. ERDC/CHL CHETN-IV-94. U.S. Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory, Vicksburg, MS.

• Li, H., Sánchez, A., Wu, W., and Reed, C.W. (2013c). Implementation of structures in the CMS: Part III, Culverts. ERDC/CHL CHETN-IV-95. U.S. Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory, Vicksburg, MS.

• Li, H., Sánchez, A., and Wu, W. (2013d). Implementation of structures in the CMS: Part IV, Tide Gate. ERDC/CHL CHETN-IV-96. 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," ERDC/CHL-TR-07-8, U.S. Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory, Vicksburg, MS.

• Hughes, S.A., Cohen, J. (2006). "Half Moon Bay, Grays, Harbor, WA: Movable-bed physical model study", ERDC/CHL TR-06-15, U.S. Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory, Vicksburg, MS.

• Seaberg, W.C., Lin, L., Demirbilek, Z. (2005). "Laboratory study of hydrodynamics near absorbing and fully reflecting jetties", ERDC/CHL-TR-05-8, U.S. Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory, Vicksburg, MS.

• Wang, P., and Kraus, N. C. (2005). "Beach Profile Equilibrium and Patterns of Wave Decay and Energy Dissipation Across the Surf Zone Elucidated in a Large-scale Laboratory Experiment," Journal of Coastal Research, 21(3), 522-534.

Miscellaneous

• 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.

• Militello, A., Zundel, A. (2002). "Coupling of regional and local circulation models ADCIRC and M2D" ERDC/CHL CHETN-IV-42. Vicksburg,MS: U.S. Army Engineer Research and Development Center.

• Zundel, A. K., Militello, A., Cialone, M., and Moreland, T. (2002). "SMS Steering Module: An Interface for Automated Coupling of Circulation and Wave Models". Seventh International Estuarine and Coastal Modeling Conference, ASCE Press, New York, 310-328.

Journal Papers

Waves

• Lin, L., Demirbilek, Z., and Mase, H. (2011). "Recent Capabilities of CMS-Wave: A Coastal Wave Model for Inlets and Navigation Projects," Journal of Coastal Research Special Edition,

• 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,

• Militello, A., and Kraus, N.C. (2001). "Generation of harmonics by sea breeze in nontidal water bodies" Journal of Physical Oceanography, 31, 1639-1647.

• Kraus, N.C., and Militello, A. (1999). "Hydraulic study of multiple inlet system: East Matagorda Bay, Texas" Journal of Hydraulic Engineering, 125(2), 224-232.

Wave-Current

• Demirbilek, Z., Lin, L., Seabergh, W.C., Mase, H., Zheng, J. (2009). "Laboratory and numerical studies of hydrodynamics near jetties" Coastal Engineering Journal, 51(2), 143-175.

• Reed, C., and Militello, A. (2005). "Wave-adjusted boundary condition for longshore current in finite-volume circulation models", Ocean Engineering, 32, 2121-2134.

Sediment Transport and Morphodynamics

• Sánchez, A., and Wu, W. (2011). "A Non-equilibrium Sediment Transport Model for Coastal Inlet Applications", Journal of Coastal Research,

• Wang, P., and Beck, T.M. (2011). "Modeling regional-scale sediment transport and medium-term morphology change at a dual-inlet system examined with the Coastal Modeling System (CMS): A case study at Johns Pass and Blind Pass, West-central Florida," Journal of Coastal Research Special Edition,

• 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.

• Nam, P.T., Larson, M., Hanson, H., Hoan, L.X. (2010). "A numerical model of beach morphological evolution due to waves and currents in the vicinity of coastal structures" Coastal Engineering (submitted)

• 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.

• Larson, M., Camenen, B., Nam, P.T. (2010) "A unified sediment transport model for inlet application" Journal of Coastal Research [In Press]

• 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.

• 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.

• 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, 81, 409-422.

• Camenen, B., and Larson, M., (2008). "A General Formula for Non-Cohesive Suspended Sediment Transport," Journal of Coastal Research, 24(3), 615-627.

• 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, 53, 531-542.

• Camenen, B., Bayram, A., and Larson, M. (2006). "Equivalent Roughness Height for Plane Bed Under Steady Flow," Journal of Hydraulic Engineering, 132(11), 1146-1158.

• Camenen, B. and Larson, M. (2005). "A General Formula for Non-Cohesive Bed Load Sediment Transport," Estuarine, Coastal, and Shelf Sciences, 63, 249-260.
• Erikson, L., Larson, M., Hanson, H. (2005). "Prediction of swash motion and run-up including the effects of swash interaction" Coastal Engineering, 52, 285-302.

• Larson, M., Kubota, S., and Erikson, L. (2004). "Swash-Zone Sediment Transport and Foreshore Evolution: Field Experiments and Mathematical Modeling," Marine Geology, 212, 61-79.

Applications/Projects

• Zarillo, G.A., Zarillo, K.A., and Finnegan, C.R. (2009). "Physical characterization of nearshore and offshore borrow sites on the inner continental shelf of Northeast and West Florida" Journal of Coastal Research, Special Issue 56, 1095-1099.

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.

Hydrodynamics

• Niedoroda, A. W., Ye, M., Saha, B., Donoghue, J. F., Reed, C. W. (2009). "Simulations of Sea Level Rise Effects on Complex Coastal Systems" American Geophysical Union, Fall Meeting 2009.

Sediment Transport and Morphodynamics

• Sanchez, A., and Wu, W. (2011 draft). "Sediment Transport Modeling at Grays Harbor,WA", Submitted to Coastal Sediments 2011.

• Wu, W., and Kraus, N.C. (2011 draft). "A Depth-Averaged 2-D Simulation for Coastal Breaching Processes", Submitted to Coastal Sediments 2011.

• 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.

• Kuiry, S. N., Ding, Y., and Wang, S.S.Y. (2009). "Numerical model study of morphodynammics of a coastal inlet due to storm surge and waves" MAESC Conference, Memphis, TN.

• 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.

• Ono, N., Buttolph, A.M., and Kraus, N.C. (2006). "Simulation of coastal inlet processes by advection-diffusion transport model" Proceedings of Coastal Engineering. 3331-3343

• Militello, A., and Kraus, N.C. (2003). "Numerical simulation of sediment pathways at an idealized inlet and ebb shoal", Proceedings Coastal Sediments ’03.

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.

• Puleo, K.M., and Kraus, N.C. (2010). "Numerical Simulation of Flow and Sediment Transport Patterns in Indian River Inlet, de, USA" American Geophysical Union, Fall Meeting 2010.

• Legault, K.R., Bratos, S.M., and Cornwell, B.R. (2010). "Numerical modeling and field study for the Jacksonville Harbor Deepening Project: A Comprehensive Approach", Proceedings of the Ports 2010 Conference.

• Kashlan, L.R., Dennis, W.A., and Wutkowski, M.J. (2009). "Hydrodynamic and morphologic modeling at Cape Fear Inlet, NC" American Geophysical Union, Fall Meeting 2009.

• 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.

• Brehin, F.G., and Zarillo, G.A. (2009). "Modeling morphologic responses to proposed engineering modifications at Sebastian Inlet, FL", Proceedings of Coastal Dynamics, Paper No. 147.

• Dabees, M.A., and Kraus, N.C. (2008). "Cumulative effects of channel and ebb shoal dredging on inlet evolution in Southwest Florida, USA" Proceedings of the 31st International Conference on Coastal Engineering, 2303-2315.

• Lin, L., Demirbilek, Wu, F., Jackson, J.T., Shak, A.T. (2007). "Coastal Numerical Modeling of Peninsula Beach, California" Proceedings of Proceeding of the Tenth International Conference on Estuarine and Coastal Modeling Congress.

• Wang, P., Tidwell, D. K., Beck, T. M., and Kraus, N. C. (2007). "Sedimentation Patterns in aStabilized Migratory Inlet, Blind Pass, FL", Proceedings Coastal Sediments ’07 Conference,ASCE Press, Reston, VA, 1377-1390.

• Buttolph, A.M., Grosskopf, W.G, Bass, G.P., and Kraus, N.C. (2006). "Natural Sand Bypassing and Response of Ebb Shoal to JettyRehabilitation, Ocean City Inlet, MD, USA", Proceedings 30thCoastal Engineering Conference, World Scientific Press, 3,344-3,356.

• 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.

Miscellaneous

• Reed, C.W., Brown, M.E., Sanchez, A., Wu, W., and Buttolph, A. (2011) "The Coastal Modeling System Flow Model (CMS-Flow): Past and Present", Journal of Coastal Research Special Edition, PDF

• Wu, W., Wang, S.S.Y (2010). "An introduction to latest developments in soil erosion and sediment transport modeling" International Network on Erosion and Sedimentation.

• Ding, Y., and Wang, S.S.Y (2007). "Development of a Numerical Model for Simulating Morphodynamic ProcessesDriven by Tides and Waves at Coastal Inlets", Proceedings of Proceeding of the Tenth International Conference on Estuarine and Coastal Modeling Congress.

Other References

• Zarillo, G.A., and Brehin, F. (2009). "State of Sebastian Inlet Report: An assessment of inlet morphologic processes, historical shoreline changes, local sediment budget and beach fill performance" Coastal Research Group Processes.

• Howard, K., M. Splitt, S. Lazarus, G. Zarillo, S. Chiao, P. Santos, and D. Sharp, (2009) "The impact of atmospheric model resolution on a coupled wind/wave forecast system", Preprints, 16th Conference on Air-Sea Interaction, Phoenix, Arizona, Amer. Meteor. Soc., CD-ROM P9.2.

• Christian, P.J. (2009). "Ponce de Leon, FL: An integrated hydrodynamic and morphologic assessment of design alternatives using the U.S. Amry Corps of Engineers' Coastal Modeling System", Ph.D. Florida Institute of Technology, 70-07, Section B, 216 p.