A hydrodynamic simulation for the circulation and transport in coastal watersheds

Computers and Fluids

Volumn 47, Issue 1, 2011, Pages 178-188

  Zhang, N ^a   Zheng, Z C ^b   Yadagiri, Saikiran ^a  

^a MCNEESE STATE UNIVERSITY   (United States)

^b University of Kansas   (United States)

Author keywords

Circulation; Depth averaged model; Hydrodynamic simulation; Transport

Indexed keywords

ALABAMA; ALTERNATING DIRECTION IMPLICIT; CARTESIAN GRID; CIRCULATION; COASTAL WATERSHEDS; DEPTH-AVERAGED EQUATIONS; DEPTH-AVERAGED MODEL; ELEVATION CONTOURS; FLOOD AND EBB; GULF OF MEXICO; HYDRODYNAMIC SIMULATION; LOUISIANA; MEASUREMENT DATA; NUMERICAL COMPUTATIONS; ON FLOW; SEMI-IMPLICIT; SIMULATION RESULT; TIME HISTORY; TRANSPORT; VELOCITY VECTORS; WATER SYSTEM; WATER-SURFACE ELEVATION;

FLOW PATTERNS;

HYDRODYNAMICS;

EID: 79957589535     PISSN: 00457930     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compfluid.2011.03.008     Document Type: Article

References (25)

1. Coins B. If nothing changes: Southwest Louisiana doesn't just have to learn about its Chenier Plains. It must get very active if it wants to keep them. Lagniappe December 4; 2008.
2. Schroeder W.W., Wiseman W.J. The Mobile Bay estuary: stratification, oxygen depletion, and jubilees. Hydrodynamics of estuaries 1988, CRC Press, Inc., Boca Raton (FL). B. Kjerfve (Ed.).
3. Araya M.V., Jin K.R., April G.C. Adaptation of a state-of-the-art 3-D hydrodynamic models to Mobile Bay and surrounding coastal areas. Proceedings of the 1999 heat transfer and fluid mechanics institute 1999, Stanford University Press.
4. Spall RE, Addley C, Hardy T. Numerical analysis of large, gravel-bed rivers using the depth-averaged equations of motion. In: Proceedings of ASME FEDSM'01, FEDSM2001-18169; 2001.
5. Casulli V. Semi-implicit finite difference methods for the two-dimensional shallow water equations. J Comput Phys 1990, 86:56-74.
6. Casulli V., Cheng R. Semi-implicit finite difference methods for three-dimensional shallow water flow. Int J Numer Methods Fluids 1992, 15:629-648.
7. Marian M., Meselhe E.A., Weber L., Bradley A.A. Coupled physical-numerical analysis of flows in natural waterways. J Hydr Res 2001, 39:51-60.
8. Pan C., Dai S., Chen S. Numerical simulation for 2D shallow water equations by using Godunov-type scheme with unstructured mesh. J Hydrodynam Ser B 2006, 18:475-480.
9. Bai Y., Dong X., Lu D. Numerical simulation of two-dimensional dam-break flows in curved channels. J Hydrodynam Ser B 2007, 19:726-735.
10. Denlinger R.P., O'Connell D.R.H. Computing nonhydrostatic shallow-water flow over steep terrain. J Hydr Eng 2008, 134:1590-1602.
11. Liang Q., Borthwick A.G.L. Adaptive quadtree simulation of shallow flows with wet-dry fronts over complex topography. Comput Fluids 2009, 38:221-234.
12. Gross E.S., Koseff J.R., Monismith S.G. Evaluation of advective schemes for estuarine salinity simulations. J Hydr Eng 1999, 125:32-46.
13. Liang Q., Borthwick A.G.L. Simple treatment of non-aligned boundaries in a Cartesian grid shallow flow model. J Numer Methods Fluids 2008, 56:2091-2110.
14. Northern Gulf of Mexico Littoral Initiative. Three arc-second bathymetry/topography. <>. http://www.navo.navy.mil/NGLI/historical_static/bathymetry_topography/ngli_map_bathy_topo.htm.
15. Zheng ZC, Zhang N. A hydrodynamic simulation for Mobile Bay circulation. In: Proceedings of 2002 international mechanical engineering congress & exposition, IMECE2002-32350; 2002.
16. NOAA. Geophysical data system for hydrographic survey data. National Geophysical Data Center, National Ocean Services, NOAA, 9/04/98, vols. 1 and 2; 1998.
17. Center for operational oceanographic products and services, NOAA. <>. http://tidesandcurrent.noaa.gov.
18. French R.H. Open-channel hydraulics 1985, McGraw Hill, New York (NY).
19. Balzano A. Evaluation of methods for numerical simulation of wetting and drying in shallow water flow models. Coast Eng 1998, 34:83-107.
20. Lin W., Carlson K., Cheng C.J. Diagonal Cartesian method for numerical simulation of incompressible flows over complex boundaries. Numer Heat Transfer Part B 1998, 33:181-213.
21. Ramsey J.S., Aubrey D.G. Nested three-dimensional hydrodynamic modeling of the Delaware estuary: estuarine and coastal modeling. Proceedings of the 4th international conference, San Diego, CA 1995, ASCE, New York (NY). M.L. Spaulding, R.T. Cheng (Eds.).
22. Resource database for gulf of Mexico research. <>. http://www.GulfBase.org.
23. Southwest Louisiana National Wildlife Refuge Complex, CS-21 Hwy 38 Station. <>. http://www.isi-data.com.
24. Darmofal D.L., Haimes R. An analysis of 3D particle path integration algorithms. J Comput Phys 1996, 123:182-195.
25. US Army Corps of Engineers New Orleans District. Shoaling Report (2009) Calcasieu river and pass. Louisiana dredged material management plan phase II.