Model:ADCIRC: Difference between revisions

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{{Model identity
|Model type=Modular
}}
{{Start models incorporated}}
{{End a table}}
{{Model identity2
|ModelDomain=Coastal
|Spatial dimensions=2D, 3D
|Spatialscale=Landscape-Scale, Regional-Scale
|One-line model description=Coastal Circulation and Storm Surge Model
|Extended model description=ADCIRC is a system of computer programs for solving time dependent, free surface circulation and transport problems in two and three dimensions. These programs utilize the finite element method in space allowing the use of highly flexible, unstructured grids. Typical ADCIRC applications have included:
# modeling tides and wind driven circulation,
# analysis of hurricane storm surge and flooding,
# dredging feasibility and material disposal studies,
# larval transport studies,
# near shore marine operations.
}}
{{Start model keyword table}}
{{Model keywords
|Model keywords=flow dynamics
}}
{{End a table}}
{{Modeler information
{{Modeler information
|First name=Rick
|First name=Rick
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|Town / City=Morehead City
|Town / City=Morehead City
|Postal code=28557
|Postal code=28557
|Country=United States
|State=North Carolina
|State=North Carolina
|Country=USA
|Email address=Rick_Luettich@unc.edu
|Email address=Rick_Luettich@unc.edu
|Phone=(252) 726-6841, ext. 137
|Phone=(252) 726-6841, ext. 137
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|Additional town / City=Notre Dame
|Additional town / City=Notre Dame
|Additional postal code=46556
|Additional postal code=46556
|Additional country=United States
|Additional state=Indiana
|Additional state=Indiana
|Additional country=USA
|Additional email address=jjw@nd.edu
|Additional email address=jjw@nd.edu
|Additional phone=(574)631-6475
|Additional phone=(574)631-6475
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|Additional town / City=Norman
|Additional town / City=Norman
|Additional postal code=73019-0631
|Additional postal code=73019-0631
|Additional country=United States
|Additional state=Oklahoma
|Additional state=Oklahoma
|Additional country=USA
|Additional email address=kolar@ou.edu
|Additional email address=kolar@ou.edu
|Additional phone=(405)325-4267
|Additional phone=(405)325-4267
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|Additional town / City=Austin
|Additional town / City=Austin
|Additional postal code=78712
|Additional postal code=78712
|Additional country=United States
|Additional state=Texas
|Additional state=Texas
|Additional country=USA
|Additional email address=clint@ices.utexas.edu
|Additional email address=clint@ices.utexas.edu
|Additional phone=(512) 475-8627
|Additional phone=(512) 475-8627
}}
{{Model identity
|Model type=Modular
|Categories=Coastal
|Spatial dimensions=2D, 3D
|Spatialscale=Regional-Scale, Landscape-Scale
|One-line model description=Coastal Circulation and Storm Surge Model
|Extended model description=ADCIRC is a system of computer programs for solving time dependent, free surface circulation and transport problems in two and three dimensions. These programs utilize the finite element method in space allowing the use of highly flexible, unstructured grids. Typical ADCIRC applications have included:
# modeling tides and wind driven circulation,
# analysis of hurricane storm surge and flooding,
# dredging feasibility and material disposal studies,
# larval transport studies,
# near shore marine operations.
}}
}}
{{Model technical information
{{Model technical information
|Supported platforms=Unix, Linux, Mac OS
|Supported platforms=Unix, Linux, Mac OS
|Programming language=Fortran77, Fortran90
|Programming language=Fortran77, Fortran90
|Code optimized=Parallel
|Code optimized=Multiple Processors
Computing
|Start year development=1994
|Start year development=1994
|Does model development still take place?=Yes
|Does model development still take place?=Yes
|DevelopmentCode=Active
|DevelopmentCodeYearChecked=2020
|Model availability=As code
|Model availability=As code
|Source code availability=Through web repository
|Source code availability=Through web repository
|Source web address=http://www.unc.edu/ims/adcirc/development_group.html
|Source web address=http://adcirc.org/
|Program license type=Other
|Program license type=Other
|Program license type other=NOT SURE
|Program license type other=NOT SURE
|OpenMI compliant=No but possible
|CCA component=No but possible
|IRF interface=No but possible
|Memory requirements=--
|Memory requirements=--
|Typical run time=--
|Typical run time=--
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|Describe any numerical limitations and issues=--
|Describe any numerical limitations and issues=--
}}
}}
{{Model testing
{{Model testing}}
|Describe available calibration data sets=--
|Describe available test data sets=--
|Describe ideal data for testing=--
}}
{{Users groups model}}
{{Users groups model}}
{{Documentation model
{{Documentation model
|Provide key papers on model if any=1.) Luettich, R.A. and J.J. Westerink, 1991, A solution for the vertical variation of stress, rather than velocity, in a three-dimensional circulation model, International Journal for Numerical Methods in Fluids, 12:911-928.
2.) Luettich, R.A., R.H. Birkhahn and J.J. Westerink, 1991, Application of ADCIRC-2DDI to Masonboro Inlet, North Carolina: A brief numerical modeling study, Contractors Report to the US Army Engineer Waterways Experiment Station, August, 1991.
3.) Miller, M.C., W.E. Roper, L.E. Borgman and J.J. Westerink, 1991, Development of water level and wave height design data, Proceedings, 23rd Joint Meeting, United States - Japan Program in Natural Resources, Panel on Wind and Seismic Effects, Tsukuba, Japan, 14-17 May, 1991.
4.) Westerink, J.J. and W.G. Gray, 1991, Progress in surface water modeling, Reviews Geophysics, 29(April supplement): 210-217.
5.) Westerink, J.J. and R.A. Luettich, 1991, Tide and storm surge predictions in the Gulf of Mexico using model ADCIRC-2D, Report to the US Army Engineer Waterways Experiment Station, July, 1991.
6.) Kolar, R.L., W.G. Gray and J.J. Westerink, 1992, An analysis of the mass conserving properties of the generalized wave continuity equation, Computational Methods in Water Resources IX, Volume 2: Mathematical Modeling in Water Resources, T. Russell et al., [eds], Computational Mechanics Publications, Southamption, UK.
7.) Luettich, R.A. and J.J. Westerink, 1992, A three dimensional circulation model using a direct stress solution over the vertical, Computational Methods in Water Resources IX, Volume 2: Mathematical Modeling in Water Resources, T. Russell et al., [eds], Computational Mechanics Publications, Southamption, UK.
8.) Luettich, R.A., Jr., J.J. Westerink, and N.W. Scheffner, 1992, ADCIRC: an advanced three-dimensional circulation model for shelves coasts and estuaries, report 1: theory and methodology of ADCIRC-2DDI and ADCIRC-3DL, Dredging Research Program Technical Report DRP-92-6, U.S. Army Engineers Waterways Experiment Station, Vicksburg, MS, 137p.
9.) Luettich, R.A., Jr., S. Hu, J.J. Westerink, and N.W. Scheffner, 1992, Modeling 3-D Circulation Using Computations for the Western North Atlantic and Gulf of Mexico, Estuarine and Coastal Modeling II, M. Spaulding [ed.], ASCE, pp.632-643.
10.) Westerink, J. J., J. C. Muccino and R. A. Luettich, 1992, Resolution requirements for a tidal model of the Western North Atlantic and Gulf of Mexico, Computational Methods in Water Resources IX, Volume 2: Mathematical Modeling in Water Resources, T. F. Russell et al., [eds], Computational Mechanics Publications, Southampton, UK, pp. 669-674.
11.) Westerink, J.J., J.C. Muccino and R.A. Luettich, 1992, Tide and storm surge computations for the Western North Atlantic and Gulf of Mexico, Estuarine and Coastal Modeling II, M. Spauling [ed]., ASCE, New York, N.Y..
12.) Westerink, J.J., R.A. Luettich, A.M. Baptista, N.W. Scheffner and P. Farrar, 1992, Tide and storm surge predictions using finite element model, ASCE Journal of Hydraulic Engineering, 118(10):1373-1390.
13.) Blain, C.A., J.J. Westerink, R.A. Luettich and N.W. Scheffner,1993, Generation of a storm surge data base from the hindcast of 153 historical hurricane events, Department of the Army, US Army Corps of Engineers, Washington, D.C..
14.) Westerink, J.J., 1993, Tidal prediction in the Gulf of Mexico/Galveston Bay using model ADCIRC-2DDI, Contractors Report to the US Army Engineer Waterways Experiment Station, Vicksburg, MS, January 1993.
15.) Westerink, J.J., R.A. Luettich, Jr. and N.W. Scheffner, 1993, ADCIRC: an advanced three-dimensional circulation model for shelves coasts and estuaries, report 3: development of a tidal constituent data base for the Western North Atlantic and Gulf of Mexico, Dredging Research Program Technical Report DRP-92-6, U.S. Army Engineers Waterways Experiment Station, Vicksburg, MS, 154p.
16.) Blain, C.A., J.J. Westerink and R.A. Luettich, 1994, Domain and grid sensitivity studies for hurricane storm surge predictions, Computational Methods in Water Resources X, A. Peters et al., [eds], Heidelberg, July, 1994.
17.) Blain, C.A., J.J. Westerink and R.A. Luettich, Jr, 1994, The influence of domain size on the response characteristics of a hurricane storm surge model, Journal of Geophysical Research, 99(C9):18,467-18,479.
18.) Blain, C.A., J.J. Westerink, R.A. Luettich, Jr. and N.W. Scheffner, 1994, ADCIRC: an advanced three-dimensional circulation model for shelves coasts and estuaries, report 4: hurricane storm surge modeling using large domains, Dredging Research Program Technical Report, DRP-92-6, U.S. Army Engineers Waterways Experiment Station, Vicksburg, MS, 55p.
19.) Blain, C.A., J.J. Westerink, R.A. Luettich and N.W. Scheffner, 1994 Generation of a storm surge time history data base from the hindcast of extratropical storm events from 1977-1992, Contractors report to the U.S. Army Engineer Waterways Experiment Station, December, 1994.
20.) Grenier, R.R., R.A. Luettich and J.J. Westerink, 1994, Comparison of 2D and 3D models for computing shallow water tides in a friction dominated tidal embayment, Estuarine and Coastal Modeling III, M. Spaulding et al., [eds]., ASCE, New York, NY, 58-70.
21.) Kolar, R.L., J.J. Westerink, M.E. Cantekin and C.A. Blain, 1994, Aspects of nonlinear simulations using shallow water models based on the wave continuity equation, Computers and Fluids, 23,3, 523-538.
22.) Kolar, R.L., W.G. Gray and J.J. Westerink, 1994, Normal flow boundary conditions in shallow water models – affect on mass conservation and accuracy, Computational Methods in Water Resources X, A. Peters et al., [eds], Heidelberg, July, 1994.
23.) Kolar, R.L., W.G. Gray, J.J. Westerink and R.A. Luettich, Jr., 1994, Shallow water modeling in spherical coordinates: equation formulation, numerical implementation, and application, Journal of Hydraulic Research, 32(1):3-24.
24.) Luettich, R.A., Jr., S. Hu and J.J. Westerink, 1994, The development of the direct stress solution technique for three-dimensional hydrodynamic models using finite elements, International Journal for Numerical Methods in Fluids, 19:295-319.
25.) Muccino, J. C., W. G. Gray and M. G. G. Foreman, 1994, Calculation of vertical velocity in a three-dimensional model using a least squares approach, Computational Methods in Water Resources X Volume 2, A. Peters et. al, [eds], pp. 1105-1112.
26.) Scheffner, N.W., D.J. Mark, C.A. Blain, J.J. Westerink and R.A. Luettich, Jr., 1994, ADCIRC: an advanced three-dimensional circulation model for shelves coasts and estuaries, report 5: a tropical storm database for the East and Gulf of Mexico Coasts of the United States, Dredging Research Program Technical Report, DRP-92-6, U.S. Army Engineers Waterways Experiment Station, Vicksburg, MS, 298p.
27.) Westerink, J.J., C.A. Blain, R.A. Luettich, Jr. and N.W. Scheffner, 1994, ADCIRC: an advanced three-dimensional circulation model for shelves coasts and estuaries, report 2: users manual for ADCIRC-2DDI, Dredging Research Program Technical Report DRP-92-6, U.S. Army Engineers Waterways Experiment Station, Vicksburg, MS., 156p.
28.) Westerink, J.J. and R.A. Luettich, 1994 Meshing requirements for large scale coastal ocean tidal models, Computational Methods in Water Resources X, A. Peters et al., [eds], Heidelberg, Kluwer Academic Publishers, Dordrecht, 2, 1323-1330, 1994.
29.) Westerink, J.J., R.A. Luettich, and J.C. Muccino, 1994, Modeling tides in the Western North Atlantic using unstructured graded grids, Tellus, 46A, 178-199.
30.) Westerink, J.J., R.A. Luettich, Jr., J.K. Wu, and R.L. Kolar, 1994, The influence of normal flow boundary conditions on spurious modes in finite element solutions to the shallow water equations, International Journal of Numerical Methods in Fluids, 18:1021-1060.
31.) Blain, C.A., J.J. Westerink and R.A. Luettich, 1995. Application of a domain size and gridding strategy in the prediction of hurricane storm surge, Computer Modeling of Seas and Coastal Regions II, C.A. Brebbia et al., [eds], Computational Mechanics Publications, Southampton, 301-308.
32.) Blain, C.A., J.J. Westerink, R.A. Luettich and N. W. Scheffner, 1994, The influence of domain size and grid structure on the response characteristics of a hurricane storm surge model, Dredging Research Program Technical Report, DRP-95-4, Department of the Army Waterways Experiment Station, Vicksburg, MS.
33.) Grenier, R.R., Jr., R.A. Luettich, Jr. and J.J. Westerink, 1995, A comparison of the nonlinear frictional characteristics of two-dimensional and three-dimensional models of a shallow tidal embayment, Journal of Geophysical Research, 100(C7):13,719-13,736.
34.) Hagen, S.C. and J.J. Westerink, 1995, Finite element grids based on truncation error analysis, Advances in Hydro-Science and -Engineering, T. Ying, Ed., Tsinghua University Press, Beijing, II B, 2194-2201, 1995.
35.) Hagen, S.C. and J.J. Westerink, 1995, Finite element grid resolution based on second and fourth-order truncation error analysis, Computer Modelling of Seas and Coastal Regions II, C.A. Brebbia et al., Eds., Computational Mechanics Publications, Boston, 283-290, 1995.
36.) Hench, J.L., R.A. Luettich, Jr., J.J. Westerink and N.W. Scheffner, 1995, ADCIRC: an advanced three-dimensional circulation model for shelves, coasts and estuaries, report 6: development of a tidal constituent data base for the Eastern North Pacific, Dredging Research Program Technical Report, U.S. Army Corps of Engineers Waterways Experiment Station, Vicksburg, MS.
37.) Luettich, R.A., Jr. and J.J. Westerink, 1995, An Assessment of Flooding and Drying Techniques for Use in the ADCIRC Hydromdynamic Model: Implementation and Performance in One-Dimensional Flows, Contractors Report, 1/95, Contract # DACW39-94-M-5869.
38.) Luettich, R.A., Jr. and J.J. Westerink, 1995, Continental shelf scale convergence studies with a barotropic tidal model, Quantitative Skill Assessment for Coastal Ocean Models, D. Lynch and A. Davies [eds], American Geophysical Union press, vol. 48, pp 349-371.
39.) Luettich, R.A., Jr. and J.J. Westerink, 1995, Implementation and testing of elemental flooding and drying in the ADCIRC hydrodynamic model, Final Report, 8/95, Contract # DACW39-94-M-5869.
40.) Scheffner, N.W., J.J. Westerink and R.A. Luettich, 1995, Applications of a longwave hydrodynamic model generated tropical and extra-tropical storm surge database, Computer Modeling of Seas and Coastal Regions II, C.A. Brebbia et al., [eds], Computational Mechanics Publications, Southamton, 327-334.
41.) Westerink, J.J. and P.J. Roache, 1995, Issues in convergence studies in geophysical flow computations, Proceedings, Joint ASME/JSME Fluids Engineering Conference, Hilton Head, SC.
42.) Westerink, J.J., R.A. Luettich, C.A. Blain and S.C. Hagen, 1995, Surface Elevation and Circulation in Continental Margin Waters, in Finite Element Modeling of Environmental Problems, G.F. Carey, Ed., 39-59, 1995.
43.) Grenier, R.R., Jr. and R.A. Luettich, Jr., The Influence of Turbulence Closure Strategy on Numerical Modeling of Shallow Water Tides, Estuarine and Coastal Modeling IV, M. Spaulding et al. [eds], ASCE, pp. 143-155.
44.) Hagen, S.C. and J.J. Westerink, 1996, Utilizing an Imposed Multiple of Change in Finite Element Grid Generation, Proceedings of The Third Asian-Pacific Conference on Computational Mechanics, Chang-Koon Choi et al., Eds., Techno-Press, Korea, 3, 1817-1822, 1996.
45.) Kolar, R.L., J.J. Westerink and S.C. Hagen, 1996, Truncation error analysis of shallow water models based on the generalized wave continuity equation, Computational Methods in Water Resources XI, Volume 2, Computational Methods in Surface Flow and Transport Problems, A. Aldama et al., [eds], Computational Mechanics Publications, Southampton, 215-222.
46.) Kolar, R.L., W.G. Gray and J.J. Westerink, 1996, Boundary conditions in shallow water models-an alternative implementation for finite element codes, International Journal for Numerical Methods in Fluids, 22, 603-618.
47.) Luettich, R.A., Jr., J. Hudgins and C. Goodall, 1996, Initial results from a combined tide and storm surge forecast model of the U.S. East Coast, Gulf of Mexico and Caribbean Sea, Proceedings, 15th Conference on Weather Analysis and Forecasting, American Meteorological Society, Norfolk, VA., August 1996, pp. 547-550,.
48.) Muccino, J. C., W. G. Gray and M. G. G. Foreman, 1996, Vertical velocity calculation in a finite element model, Proceedings, Ocean and Atmosphere Pacific International Conference, T. H. Aung, [ed], pp. 225-230, April 1996.
49.) Westerink, J.J., R.A. Luettich and R.L. Kolar, 1996, ADCIRC an advanced finite element model for coastal ocean circulation, Proceedings, The Third Asian Pacific Conference on Computational Mechanics, 16-18 September, Seoul, Korea.
50.) Westerink, J.J., R.A. Luettich and R.L. Kolar, 1996, Advances in finite element modeling of coastal ocean hydrodynamics, Computational Methods in Water Resources XI, Volume 2, Computational Methods in Surface Flow and Transport Problems, A. Aldama et al., [eds], Computational Mechanics Publications, Southampton, 313-322.
51.) Westerink, J.J. and R.A. Luettich, Jr., 1996, ADCIRC - version 30.02: Methodologies and Input/Ouput Requirements for Enhanced Provisions for Spcified Non-Zero Normal Flow Boundaries, External Barrier Normal Flow Boundaries and Internal Barrier Normal Flow Boundaries, Contract Report, prepared for the U.S. Army Engineer Waterways Experiment Station, Vicksburg, MS.
52.) Blain, C. A., 1997, Modeling methodologies for the prediction of hurricane storm surge, Recent Advances in Marine Science Technology, ‘96, N. Saxena, [ed], 177-189, 1997.
53.) Fortunato, A.B, A.M. Baptista and R.A. Luettich, Jr., 1997, A three-dimensional model of tidal currents at the mouth of the Tagus Estuary, Continental Shelf Research, 17(14):1689-1714.
54.) Muccino, J. C., W. G. Gray and M. G. G. Foreman, 1997, Calculation of vertical velocity in three-dimensional, shallow water equation, finite element models, International Journal for Numerical Methods in Fluids, v25, pp. 779 802.
55.) Westerink, J.J. and P.J. Roache, 1997, Issues in convergence studies in geophysical flow computations, in Next Generation Environmental Models Computational Methods, G. Delic and M.F. Wheller, [eds], Society for Industrial and Applied Mathematics, Philadelphia, PA, 1997.
56.) Blain, C. A., 1998, Barotropic tidal and residual circulation in the Arabian Gulf, Estuarine and Coastal Modeling VI, M.L. Spaulding and A.F. Blumberg, [eds], American Society of Civil Engineers, 166-180.
57.) Blain, C. A. and A. McManus, 1998, A real-time application of the ADCIRC-2DDI hydrodynamic model for JTFEX97 at Camp Pendleton, CA, NRL/FR/7322-98-9684, Naval Research Laboratory, Department of the Navy, August 31, 1998.
58.) Blain, C. A. and E. Rogers, 1998, Coastal tidal prediction using the ADCIRC_2DDI hydrodynamic finite element model, NRL/FR/7322-98-9682, Naval Research Laboratory, Department of the Navy, December 18, 1998.
59.) Blain, C.A., J.J. Westerink and R.A. Luettich, Jr., 1998, Grid convergence studies for the prediction of hurricane storm surge, International Journal of Numerical Methods in Fluids, Vol. 26, Issue 4, 28 February 1998, p.369-401.
60.) Hagen, S.C., 1998, 2-D finite element grids based on a localised truncation error analysis, Proceedings, Third International Conference on Hydro-Science and Engineering, K. P. Holtz et al., [eds], CyberProceedings, Cottbus.
61.) Hench, J.L. and R.A. Luettich, Jr., 1998, Analysis and application of Eulerian finite element methods for the transport equation, Estuarine and Coastal Modeling V, M. Spaulding et al., [eds], ASCE, pp. 138-152.
62.) Kinnmark, I. P. E. and J. C. Muccino, 1998, Vertical velocity in an SWE model: a penalty approach for improved mass conservation, Computational Methods in Water Resources XII, Volume 1, V. N. Burganos et al., [eds], Computational Mechanics Publications, Southampton, UK, pp. 355-362.
63.) Luettich, R.A., Jr., J.L. Hench, C.D. Williams, B.O. Blanton, F.E. Werner, 1998, Tidal circulation and larval transport through a barrier island inlet, Estuarine and Coastal Modeling V, M. Spaulding et al. [eds], ASCE, 849-863.
64.) Churchill, J.H., J.O. Blanton, J.L. Hench, R.A. Luettich, Jr., F.E. Werner, 1999, Flood tide circulation near Beaufort Inlet, North Carolina: implications for larval recruitment, Estuaries, 22(4):1057-1070.
65.) Fortunato, A.B., A. Oliveira and A.M. Baptista, 1999, On the Effect of Tidal Flats on the Hydrodynamics of the Tagus Estuary, Oceanologic Acta, Vol. 22/1, 31-44.
66.) Hagen, S.C., O. Hortsman, and R.J. Bennett, 1999, A Reproducible Approach to Unstructured Mesh Generation for Shallow Water Models, Proceedings, 8th International Meshing Roundtable, Sandia National Laboratories, Albuquerque, NM, 345-354.
67.) Hagen, S.C. and R.J. Bennett, 1999, Generation of a Two-dimensional Unstructured Mesh for the Coast of South Carolina, Proceedings, 6th International Estuarine and Coastal Modeling Conference, M.L. Spaulding and H.L. Butler, Eds., ASCE, Reston, VA, 290-303.
68.) Luettich, R.A., Jr. and J.J. Westerink, 1999, Elemental wetting and drying in the ADCIRC hydrodynamic model: upgrades and documentation for ADCIRC version 34.XX, Contractors Report, Department of the Army, US Army Corps of Engineers, Waterways Experiment Station, Vicksburg, MS., March 1999, 8 p.
69.) Luettich, R.A., Jr. and J.J. Westerink, 1999, Implementation of the wave radiation stress gradient as a forcing for the ADCIRC hydrodynamic model: upgrades and documentation for ADCIRC version 34.12, Contractors Report, Department of the Army, US Army Corps of Engineers, Waterways Experiment Station, Vicksburg, MS., May 1999, 9 p.
70.) Luettich, R.A., Jr. and J.J. Westerink, 1999, Implementation of bridge pilings in the ADCIRC hydrodynamic model: upgrade and documentation for ADCIRC version 34.19, Contractors Report, Department of the Army, US Army Corps of Engineers, Waterways Experiment Station, Vicksburg, MS., November 1999, 8 p.
71.) Luettich, Jr., R.A., J.L. Hench, C.W. Fulcher, F.E. Werner, B.O. Blanton and J.H. Churchill, 1999, Barotropic tidal and wind driven larval transport in the vicinity of a barrier island inlet, Fisheries Oceanography, 8(Suppl. 2), 190-209.
72.) Militello, A., and A.K. Zundel, 1999, Surfacewater modeling system tidal constituents toolbox for ADCIRC, Coastal Engineering Technical Note CETN-IV-21, U. S. Army Engineer Research and Development Center, Vicksburg, Mississippi.
73.) Aldama, A. A., A. Aguilar, R. L. Kolar and J.J. Westerink, 2000, A mass conservation analysis of the generalized wave continuity equation formulation of the shallow water equations, Computational Methods in Water Resources XIII, Volume 2, Surface Water Systems and Hydrology, L.R. Bentley et al., [eds], A.A. Balkema, Rotterdam.
74.) Cobb, M. and C. A. Blain, 2000, Application of a barotropic hydrodynamic model to wave-induced circulation, Estuarine and Coastal Modeling VI, M.L. Spaulding and H.L Butler [eds], ASCE, 363-379.
75.) Dresback, K. M. and R. L. Kolar, 2000, An implicit time marching algorithm for 2D GWC shallow water models, Computational Methods in Water Resources XIII, Volume 2, Surface Water Systems and Hydrology, L.R. Bentley et al., [eds], A. A. Balkema, Rotterdam, pp. 913-920.
76.) Fortunato, A.B. and A. Oliveira, 2000, On the representation of bathymetry by unstructured grids, Computational Methods in Water Resources XIII, Volume 2, Surface Water Systems and Hydrology, L.R. Bentley et al., [eds], A.A. Balkema, Rotterdam, 889-896.
77.) Fortunato, A.B., J.S. Ferreira and A. Oliveira, 2000, A tidal model of the Iberian Atlantic shelf: first results, Thalassas, vol. 16, pp. 41-47.
78.) Gossard, C. M. and R. L. Kolar, 2000, Phase behavior of a finite volume shallow water algorithm, Computational Methods in Water Resources XIII, Volume 2, Surface Water Systems and Hydrology, L.R. Bentley et al., [eds], A.A. Balkema, Rotterdam, 921-928.
79.) Hagen, S.C., 2000, A Posteriori Assimilation of Large Gridded Bathymetric Data Sets for Shallow Water Modeling, Proceedings, 4th International Conference on HydroInformatics, CD-ROM, International Association for Hydraulic Research.
80.) Hagen, S.C., 2000, The Behavior of Partial Derivatives from a Truncation Error Analysis of Shallow Water Equations of Momentum, Proceedings, 9th International Meshing Roundtable, Sandia National Laboratories, Albuquerque, NM, 317-323.
81.) Hagen, S.C., J.J. Westerink and R.L. Kolar, 2000, One-dimensional finite element grids based on a localized truncation error analysis, International Journal for Numerical Methods in Fluids, vol 32, 241-261.
82.) Hench, J.L. and R.A. Luettich, Jr., 2000, Tidal inlet circulation: observations, model skill and momentum balances, Estuarine and Coastal Modeling VI, M. Spaulding and H.L. Butler, [eds], ASCE, 811-826.
83.) Kolar, R.L. and J.J. Westerink, 2000, A look back at 20 years of GWC-based shallow water models, Computational Methods in Water Resources XIII, Volume 2, Surface Water Systems and Hydrology, L.R. Bentley et al., [eds], A.A. Balkema, Rotterdam.
84.) McNinch, J.E. and R.A. Luettich, Jr., 2000, Physical processes around a cuspate foreland: implications to the evolution and long-term maintenance of a cape-associated shoal, Continental Shelf Research, 20(17), 2367-2389.
85.) Militello, A., and G.A. Zarillo, 2000, Tidal motion in a complex inlet and bay system, Ponce de Leon Inlet, Florida, Journal of Coastal Research, Vol. 16, No. 3, 848-860.
86.) Militello, A., N.C. Kraus and M.E. Brown, 2000, Regional coastal and inlet circulation modeling with application to Long Island, New York, Proceedings, 13th Annual National Conference on Beach Preservation Technology, Florida Shore & Beach Preservation Association, Tallahassee, Florida, 191-201.
87.) Militello, A., N.W. Scheffner, S. Bratos, M.E. Brown and S. Fenical, 2000, Circulation and transport modeling, in study of navigation channel feasibility, Willapa Bay, Kraus, N. C., [ed], Technical Report ERDC-CHL-TR-00-6, U.S. Army Engineer Research and Development Center, Vicksburg, Mississippi.
88.) Oliveira, A., A.B. Fortunato and A.M. Baptista, 2000, Mass Balance in Eulerian-Lagrangian Transport Simulations in Estuaries, Journal of Hydraulic Engineering, Vol. 126/8, 605-614.
89.) Oliveira, A., and A.B. Fortunato, 2000, Non-linear filtering of numerical oscillations in two-dimensional unstructured girds, Computational Methods in Water Resources XIII, Volume 2, Surface Water Systems and Hydrology, L.R. Bentley et al., [eds], A.A. Balkema, Rotterdam, 381-388.
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100.) Militello, A., and N.C. Kraus, 2001, Re-Alignment of an inlet entrance channel by ebb-tidal eddies, Coastal Dynamics 2001 Conference, ASCE Press, New York, 423-432.
101.) Militello, A., N.C. Kraus, D.S. Rahoy, S. Couch, and P.M. Weppler, 2001, Establishment of a flood-shoal sand source with preservation of existing habitat function, Proceedings, 14th Annual National Conference on Beach Preservation Technology, Florida Shore & Beach Preservation Association, Tallahassee, Florida, 327-341.
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105.) Veeramony, J. and C. A. Blain, 2001, Barotropic Flow in the vicinity of an idealized inlet, simulations using the ADCIRC model, NRL Formal Report, NRL/FR/7320-01-9977, Naval Research Laboratory, Department of the Navy, March 9, 2001.
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108.) Bentley, S. J., T. R. Keen, C. A. Blain, W. C. Vaughn, 2002,  The origin and preservation of a major hurricane event bed in the northern Gulf of Mexico: Hurricane Camille 1969, Marine Geology, 186, 423-446.
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114.) Dresback, K. M., C. A. Blain, R. L. Kolar, 2002, A Preliminary Look at Methods to Compute the Baroclinic Pressure Gradients in Finite Element Models, Estuary and Coastal Modeling: Proceedings of the Seventh International Conference, M. Spaulding, ed., 103-119, ASCE.
115.) Dresback, K. M., R. L. Kolar and J. C. Dietrich, 2002, Impact of the form of the momentum equation on shallow water models based on the generalized wave continuity equation, Developments in Water Science 47: Computational Methods in Water Resources (XIV), Vol. 2, Hassanizadeh et al., eds., 1573-1580, Elsevier.
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117.) Edwards, C. R. and C. A. Blain, 2002, Applications of the Incremental Approach to Yellow Sea Modeling, in Estuarine and Coastal Modeling, Proceedings of the Seventh International Conference, M. L. Spaulding and K. Bedford, eds., American Society of Civil Engineers, 447-466.
118.) Fortunato, A.B., L. Pinto, A. Oliveira and J.S. Ferreira, 2002, Tidally-generated Shelf Waves off the Western Iberian Coast, Continental Shelf Research, 22/14: 1935-1950.
119.) Fortunato, A.B., Oliveira, A. and E. Alves, 2002, Circulation and Salinity Intrusion in the Guadiana Estuary, Thalassas, 18/2: 43-65.
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123.) Hagen, S.C. and D.M. Parrish, 2002. “Unstructured Mesh Generation for the Western North Atlantic Tidal Model Domain,” Proceedings, 11th International Meshing Roundtable, Sandia National Laboratories, Albuquerque, NM, 87-98.
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125.) Hench, J.L., B. O. Blanton, and R. A. Luettich, Jr., 2002, Lateral dynamics analysis and classification of barotropic tidal inlets, Continental Shelf Research, 22 (18/19): 2615-2631.
126.) Luettich, R. A., Jr., J. C. Muccino, M. G. G. Foreman, 2002, Considerations in the Calculation of Vertical Velocity in Three-Dimensional Circulation Models, Journal of Atmospheric and Oceanic Technology, 19(12):2063-2076.
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128.) Mukai A.Y., J.J. Westerink, R.A. Luettich Jr., and D. Mark, 2002, “Eastcoast 2001: a tidal constituent database for the western North Atlantic, Gulf of Mexico and Caribbean Sea”, US Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory, Technical Report, ERDC/CHL TR-02-24, September 2002, 201p.
129.) Mukai, A.Y., J.J. Westerink, and R.A. Luettich Jr., 2002, “Guidelines for Using the Eastcoast 2001 Database of Tidal Constituents within the Western North Atlantic Ocean, Gulf of Mexico and Caribbean Sea”, Coastal and Hydraulic Engineering Technical Note (IV-XX), 24p.
130.) Oliveira, A. and A.B. Fortunato, 2002, Towards a Mass Conservative, Non-Oscillatory Eulerian-Lagrangian Transport Model, Journal of Computational Physics, vol. 183, nº 1, 142-164.
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136.) Hench, J. L. and R. A. Luettich, Jr., 2003, Transient tidal circulation and momentum balances at a shallow inlet. Journal of Physical Oceanography, 33 (4): 913-932.
137.) Pandoe, W.W., B.L. Edge, 2003, Three-dimensional hydrodynamic model, study cases for quarter annular and idealized ship channel problems, Ocean Engineering, 30(2003): 1117-1135.
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148.) Fortunato, A. and A. Oliveira, 2004, A modeling system for tidally-driven long-term morphodynamics, Journal of Hydraulic Research, 42/4: 426-434.
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153.) Lynch, D.R., K. Smith, B.O. Blanton, R.A. Luettich, Jr., F.E. Werner, 2004, Forecasting the coastal ocean: resolution, tide and operational data in the South Atlantic Bight, Journal of Atmospheric and Oceanic Technology, 21(7):1074-1085.
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159.) Carr, S. D., J. L. Hench, R. A. Luettich, Jr., R. B. Forward Jr., and R. A. Tankersley, 2005. Spatial patterns in the ovigerous blue crab spawning migration: results from a coupled behavioral-physical model. Marine Ecology Progress Series, vol. 294 p.213-226.
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170.)AGU Conference of Experts, "Hurricanes and the U.S. Gulf Coast: Science and Sustainable Rebuilding", June 2006, 29p., http://www.agu.org/report/hurricanes
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196.) Yang, Z. and E. Myers, 2007: “The Chesapeake and Delaware Bays VDatum Development, and Progress Towards a National VDatum.” /Proceedings of the 2007 Hydro Conference/, Norfolk, VA.
197.) Bennett, A. F., B. S. Chua, B. L. Pflaum, M. Erwig, Z. Fu, R. D. Loft, and J. C. Muccino , The Inverse Ocean Modeling System. Part I: Implementation, Journal of Atmospheric and Oceanic Technology Volume 25, Issue 9 (September 2008) pp. 1608-1622.
198.) Bunya, S. and Westerink, J.J., Hurricane Katrina Storm Surge Hindcast Using a Coupled Storm Surge, Wind Wave and Tidal Current Model on an Unstructured Grid, Annual Journal of Coastal Engineering, JSCE, Vol. 55, 316-320, 2008 (Written in Japanese.)
199.) Cialone, Mary, Sleath, Alison, Wamsley, Ty, and McAlpin, Tate. 2008. Mississippi Coastal Improvements Program (MSCIP): A Statistical Evaluation of Lines of Defense. Proceedings of the 31st International Conference on Coastal Engineering, Hamburg, Germany, September 2008.
200.) Colle, Brian A., Frank Buonaiuto, Malcolm J. Bowman, Robert E. Wilson, Roger Flood, Robert Hunter, Alexander Mintz, and Douglas Hill, 2008. New York's Vulnerability to Coastal Flooding, Bulletin of the American Meteorological Society, Vol. 89, No. 6, June 2008, pp 829-841.
201.) Demirbilek, Z., Lin, L., and Mark, D. J., 2008,"Numerical Modeling of Storm Surges in Chesapeake Bay", in the International Journal of Ecology & Development, Special Issue on Coastal Environment, Vol 10, No. S08.
202.) Dietrich, J.C., R.L. Kolar, K.M. Dresback (2008). “Mass Residuals as a Criterion for Mesh Refinement in Continuous Galerkin Shallow Water Models.” ASCE Journal of Hydraulic Engineering, 134(5), 520-532.
203.) Forbes, C., J. Fleming, C. Mattocks, C. Fulcher, R. Luettich, J. Westerink and S. Bunya, 2008. New Developments in the ADCIRC Community Model, Estuarine and Coastal Modeling X, M. L. Spaulding [ed], ASCE, 373-392.
204.) Grzegorzewski, Alison Sleath, Cialone, Mary, Lansen, A. Joost, van Ledden, Mathijs, Smith, Jane, and Wamsley, Ty, 2008. The Influence of Barrier Islands on Hurricane-Generated Storm Surge and Waves in Louisiana and Mississippi. Proceedings of the 31st International Conference on Coastal Engineering, Hamburg, Germany, September 2008.
205.) Irish, J. L., Resio, D. T., and Ratcliff, J. J., "The influence of storm size on hurricane surge," J. Phys. Oceanogr., Vol. 38, No. 9, pp. 2003-2013, 2008.
206.) Mattocks C. and C. Forbes, 2008: A real-time, event-triggered storm surge forecasting system for the state of North Carolina, Ocean Modelling, 25, 95-119, doi:10.1016/j.ocemod.2008.06.008
207.) Muccino, J. C., H. G. Arango, A. F. Bennett, B. S. Chua, B. D. Cornuelle, E. Di Lorenzo, G. D. Egbert, D. Haidvogel, J. C. Levin, H. Luo, A. J. Miller, A. M. Moore, and E. D. Zaron , The Inverse Ocean Modeling System. Part II: Applications, Journal of Atmospheric and Oceanic Technology Volume 25, Issue 9 (September 2008) pp. 1623-1637.
208.) Yang, Z., E. Myers, A. Wong, and S. White, 2008: “Vdatum for Chesapeake Bay, Delaware Bay, and Adjacent Coastal Water Areas: Tidal Datums and Sea surface Topography.” U.S. Department of Commerce, National Oceanic and Atmospheric Administration, Silver Spring, Maryland, /NOAA Technical Memorandum /NOS CS 15, 110 pp.
209.) Yang, Z., K. Hess, E. Spargo, A. Wong, S. White, and E. Myers, 2008: “VDatum for the Long Island Sound, Narragansett Bay, and New York Bight: Tidal Datums, Marine Grids, and Sea Surface Topography.” U.S. Department of Commerce, National Oceanic and Atmospheric Administration, Silver Spring, Maryland, /NOAA Technical Memorandum /NOS CS 16, 62 pp.
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{{CSDMS staff part
|OpenMI compliant=No but possible
|IRF interface=No but possible
|CMT component=No but possible
|CCA component=No but possible
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==Introduction==
==Introduction==


== History ==
== History ==


== Papers ==
== References  ==
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== Issues ==
== Issues ==


== Help ==
== Help ==
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== Input Files ==
== Input Files ==


== Output Files ==
== Output Files ==
== Download ==
== Source ==

Latest revision as of 20:19, 16 September 2020



ADCIRC


Metadata

Also known as
Model type Modular
Model part of larger framework
Note on status model
Date note status model
Incorporated models or components:
Spatial dimensions 2D, 3D
Spatial extent Landscape-Scale, Regional-Scale
Model domain Coastal
One-line model description Coastal Circulation and Storm Surge Model
Extended model description ADCIRC is a system of computer programs for solving time dependent, free surface circulation and transport problems in two and three dimensions. These programs utilize the finite element method in space allowing the use of highly flexible, unstructured grids. Typical ADCIRC applications have included:
  1. modeling tides and wind driven circulation,
  2. analysis of hurricane storm surge and flooding,
  3. dredging feasibility and material disposal studies,
  4. larval transport studies,
  5. near shore marine operations.
Keywords:

flow dynamics,

Name Rick Luettich
Type of contact Model developer
Institute / Organization University of North Carolina at Chapel Hill
Postal address 1 3431 Arendell Street
Postal address 2
Town / City Morehead City
Postal code 28557
State North Carolina
Country United States
Email address Rick_Luettich@unc.edu
Phone (252) 726-6841, ext. 137
Fax (252) 726-2426


Name Joannes Westerink
Type of contact Model developer
Institute / Organization University of Notre Dame, Department of Civil Engineering and Geological Sciences
Postal address 1 156 Fitzpatrick Hall
Postal address 2
Town / City Notre Dame
Postal code 46556
State Indiana
Country United States
Email address jjw@nd.edu
Phone (574)631-6475
Fax (574)631-9236


Name Randall Kolar
Type of contact Model developer
Institute / Organization School of Civil Engineering and Environmental Science University of Oklahoma
Postal address 1 202 W. Boyd, Room 334
Postal address 2
Town / City Norman
Postal code 73019-0631
State Oklahoma
Country United States
Email address kolar@ou.edu
Phone (405)325-4267
Fax (405) 325-4217


Name Clint Dawson
Type of contact Model developer
Institute / Organization The University of Texas at Austin, Department of Aerospace Engineering and Engineering Mechanics
Postal address 1
Postal address 2
Town / City Austin
Postal code 78712
State Texas
Country United States
Email address clint@ices.utexas.edu
Phone (512) 475-8627
Fax


Supported platforms
Unix, Linux, Mac OS
Other platform
Programming language

Fortran77, Fortran90

Other program language
Code optimized Multiple Processors
Multiple processors implemented
Nr of distributed processors
Nr of shared processors
Start year development 1994
Does model development still take place? Yes
If above answer is no, provide end year model development
Code development status Active
When did you indicate the 'code development status'? 2020
Model availability As code
Source code availability
(Or provide future intension) 		Through web repository
Source web address http://adcirc.org/
Source csdms web address
Program license type Other
Program license type other NOT SURE
Memory requirements --
Typical run time --


Describe input parameters (See: http://adcirc.org)
  • Grid and Boundary Information File (fort.14) - required
  • Model Parameter and Periodic Boundary Condition File (fort.15) - required
  • Passive Scalar Transport Input File (fort.10) - conditional
  • Density Initial Condition Input File (fort.11) – conditional
  • Nodal Attributes File (fort.13) – conditional
  • Non-periodic Elevation Boundary Condition File (fort.19) - conditional
  • Non-periodic, Normal Flux Boundary Condition File (fort.20) - conditional
  • Single File Meteorological Forcing Input (fort.22) - conditional
  • Multiple File Meterological Forcing Input (fort.200,…..) - conditional
  • Wave Radiation Stress Forcing File (fort.23) - conditional
  • Self Attraction/Earth Load Tide Forcing File (fort.24) - conditional
  • 2DDI Hot Start Files (fort.67 or fort.68) – conditional
Input format Binary
Other input format
Describe output parameters See: (http://adcirc.org)
  • Screen Output (fort.6)
  • General Diagnostic Output (fort.16)
  • Iterative Solver ITPACKV 2D Diagnostic Output (fort.33)
  • 3D Density, Temperature and/or Salinity at Specified Recording Stations (fort.41)
  • 3D Velocity at Specified Recording Stations (fort.42)
  • 3D Turbulence at Specified Recording Stations (fort.43)
  • 3D Density, Temperature and/or Salinity at All Nodes in the Model Grid (fort.44)
  • 3D Velocity at All Nodes in the Model Grid (fort.45)
  • 3D Turbulence at All Nodes in the Model Grid (fort.46)
  • Elevation Harmonic Constituents at Specified Elevation Recording Stations (fort.51)
  • Depth-averaged Velocity Harmonic Constituents at Specified Velocity Recording Stations (fort.52)
  • Elevation Harmonic Constituents at All Nodes in the Model Grid (fort.53)
  • Depth-averaged Velocity Harmonic Constituents at All Nodes in the Model Grid (fort.54)
  • Harmonic Constituent Diagnostic Output (fort.55)
  • Elevation Time Series at Specified Elevation Recording Stations (fort.61)
  • Depth-averaged Velocity Time Series at Specified Velocity Recording Stations (fort.62)
  • Elevation Time Series at All Nodes in the Model Grid (fort.63)
  • Depth-averaged Velocity Time Series at All Nodes in the Model Grid (fort.64)
  • Hot Start Output (fort.67, fort.68)
  • Atmospheric Pressure Time Series at Specified Meteorological Recording Stations (fort.71)
  • Wind Velocity Time Series at Specified Meteorological Recording Stations (fort.72)
  • Atmospheric Pressure Time Series at All Nodes in the Model Grid (fort.73)
  • Wind Stress or Velocity Time Series at All Nodes in the Model Grid (fort.74)
  • Depth-averaged Scalar Concentration Time Series at Specified Concentration Recording Stations (fort.81)
  • Depth-averaged Scalar Concentration Time Series at All Nodes in the Model Grid (fort.83)
  • Depth-averaged Density Fields at Specified Recording Stations (fort.91)
  • Depth-averaged Density Fields at All Nodes in the Model Grid (fort.93)
Output format Binary
Other output format
Pre-processing software needed? Yes
Describe pre-processing software See: http://adcirc.org
Post-processing software needed? Yes
Describe post-processing software See: http://adcirc.org
Visualization software needed? Yes
If above answer is yes ESRI
Other visualization software


Describe processes represented by the model To many to list, see http://adcirc.org
Describe key physical parameters and equations To many to list, see http://adcirc.org
Describe length scale and resolution constraints --
Describe time scale and resolution constraints --
Describe any numerical limitations and issues --


Describe available calibration data sets
Upload calibration data sets if available:
Describe available test data sets
Upload test data sets if available:
Describe ideal data for testing


Do you have current or future plans for collaborating with other researchers?
Is there a manual available? No
Upload manual if available:
Model website if any http://adcirc.org
Model forum / discussion board There is an ADCIRC listserv that may be useful to keep up-to-date about the latest releases of ADCIRC and to post any questions about ADCIRC. It is adcirc@listserv.unc.edu. If you would like to join please email Crystal Fulcher.
Comments NOTICE: REGISTRATION IS NEEDED TO RECEIVE THE SOURCE CODE: http://adcirc.org/


This part will be filled out by CSDMS staff

OpenMI compliant No but possible
BMI compliant No but possible
WMT component No but possible
PyMT component
Is this a data component
Can be coupled with:
Model info
Authors
Rick Luettich
Westerink, Kolar, Dawson
Source code
Model citations
Nr. of publications: 489
Total citations: 10281
h-index: 50
m-quotient: 1.56
QR-code
Qrcode ADCIRC.png
Link to this page
Other models by author




Introduction

History

References



Nr. of publications: 489
Total citations: 10281
h-index: 50
m-quotient: 1.56



Featured publication(s)YearModel describedType of ReferenceCitations
Luettich, R.A.; Westerink, J.J.; Scheffner, N.W.; 1992. ADCIRC: An advanced three-dimensional circulation model for shelves, coasts and estuaries; Report 1, Theory and methodology of ADCIRC-2DDI and ADCIRC-3DL.. Technical Report DRP-92-6, U.S. Army Engineer Waterways Experiment Station, Vicksburg, MS., , .
(View/edit entry)		1992 ADCIRC
 Model application 745
Westerink, J.J.; Luettich, R.A.; Blain, C.A.; Scheffner, N.W.; 1993. ADCIRC: An advanced three-dimensional circulation model for shelves, coasts, and estuaries; Report 2: Users manual for ADCIRC-2DDI.. Technical Report DRP-92-6.
(View/edit entry)		1993 ADCIRC
 Model overview 237
See more publications of ADCIRC


Issues

Help

Input Files

Output Files

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