References

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Last updated: 05 Jul, 2019 by Duy Pham
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Adcroft, A. and J.M. Campin. 2004. Rescaled height coordinates for accurate representation of free-surface flows in ocean circulation models. Ocean Modelling, 7, 269-284.


Army Engineer Waterways Experiment Station, Vicksburg, MS, 316 pp.Haas, K. A. , I. A. Svendsen and M. C. Haller. 1998. "Numerical modeling of nearshore circulation on barred beach with rip channels," ASCE 26th Int. Conference on Coastal Engineering.


Baumgartner, D.J., W.E. Frick, and P.J.W. Robert. 1994, Dilution Models for Effluent Discharges. 3rd ed. U.S. Environment Protection Agency, Pacific Ocean Systems Branch, Newport, Oregon.


Bicknell, B.R., J.C. Imhoff, J.L. Kittle Jr., T.H. Jobes, and A.S. Donigian, Jr. 2001. Hydrological Simulation Program - Fortran (HSPF). User's Manual for Release 12. U.S. EPA National Exposure Research Laboratory, Athens, GA, in cooperation with U.S. Geological Survey, Water Resources Division, Reston, VA.


Bovee, K.D 1982. A Guide to Stream Habitat Analysis using the Instream Flow Incremental Methodology.  Instream Flow Inf. Pap. 12. U.S. Fish Wildlife Servo FWS/OBS-82/26. 248 pp


Bovee, K.D., Lamb, B.L., Bartholow, J.M., Stalnaker, C.B., Taylor, J., Henriksen, J., 1998, Stream habitat analysis using the instream flow incremental methodology: U.S. Geological Survey, Biological Resources Division Information and Technology Report USGS/BRD-1998-0004. 131p.


Cerco, C.F. & Cole, T.M. 1994. Three-dimensional eutrophication model of Chesapeake Bay: Volume 1, main report. Technical Report EL-94-4, US Army Engineer Waterways Experiment Station, Vicksburg, MS.


Craig, Paul M. et al., 2014. Sigma-Zed: A Computationally Efficient Approach to Reduce the Horizontal Gradient Error in the EFDC’s Vertical Sigma Grid. Proceedings of the 11th International Conference on  Hydrodynamics (ICHD, Singapore, October 2014)


Dang Huu Chung and P.M.Craig. 2009. Implementation of a Lagrangian Particle Tracking Sub-Model for the Environmental Fluid Dynamics Code, Dynamic Solutions, LLC


Dang Huu Chung and P.M.Craig. 2009. Implementation of a Wind Wave Sub-Model for the Environmental Fluid Dynamics Code, Dynamic Solutions, LLC


Delft Hydraulics, 2006. Delft3D-RGFGRID, Generation and manipulation of curvilinear grids for FLOW and WAVE, User Manual, November, 2006, Delft, Netherlands.


DiToro, D.M. & Fitzpatrick, J.J. 1993. Chesapeake bay sediment flux model. Contract Report EL-93-2, US


Dill, N. (2012) Modeling Hydraulic Control Structures in Estuarine Environments with EFDC. Estuarine and Coastal Modeling (2011): pp. 542-559.


Dunsbergen, D.W. and Stalling, G.S. 1993, The Combination of a Random Walk Method and a Hydrodynamic Model for the Simulation of Dispersion of Dissolved Matter In Water, Transactions on Ecology and the Environment vol 2, WIT Press, www.witpress.com, ISSN 1743-3541.


EPA, 2018. Instream Flow Incremental Methodology., EPA Watershed Central Wiki, 2018.  


EPRI, 2013. Evaluating Thermoelectric, Agricultural, and Municipal Water Consumption in a National Water Resources Framework. Electric Power Research Institute, USA


Hamrick, J.M., 1992. A Three-Dimensional Environmental Fluid Dynamics Computer Code: Theoretical and Computational Aspects. Special Report No. 317 in Applied Marine Science and Ocean Engineering, Virginia Institute of Marine Science, Gloucester Point, VA. 64pp.


Hamrick, J.M., 1996. User's Manual for the Environmental Fluid Dynamics Computer Code. Special Report No. 331 in Applied Marine Science and Ocean Engineering, Virginia Institute of Marine Science, Gloucester Point, VA.


Hamrick, J.M., 2006. A Generic Rooted Aquatic Plant and Epiphyte Algae Sub-Model for EFDC, Working Document, Tetra Tech Inc.


Hamrick, J.M., 2007. User's Manual for the Environmental Fluid Dynamics Computer Code, US EPA Version 1.01, Tetra Tech Inc.


Hayter, E.J., V. Paramygin, and C.V. John. 2003. "Three-Dimensional Modeling of Cohesive Sediment Transport in a Partially Stratified Micro-tidal Estuary to Assess Effectiveness of Sediment Traps," 7th International Conference on Nearshore and Estuarine Cohesive Sediment Transport Processes, Virginia Institute of Marine Science.


James, Scott C., et al. 2010. Simulating environmental changes due to marine hydrokinetic energy installations. OCEANS 2010 MTS/IEEE SEATTLE. IEEE, 2010.


Ji,  Zhen-Gang, 2008. Hydrodynamics and Water Quality: Modeling Rivers, Lakes, and Estuaries. John Wiley and Sons.


Kirby, J. T. & R. A. Dalrymple.1994. Combined refraction/diffraction model REF/DIF1, version 2.5. Res Report CACR-94-22, Center for Applied Coastal Research, University of Delaware.


Lee. J.H.W., and V. Cheung. 1990. Generalized Lagrangian model for buoyant jets in a current. J. Environ. Eng. 116:653-662


Milhous, R.T. and T.J. Waddle. 2012. Physical Habitat Simulation (PHABSIM) Software for Windows. Fort Collins, CO: USGS Fort Collins Science Center.


Park, K., A.Y. Kuo, J. Shen and J.M. Hamrick. 2000. A three-Dimensional Hydrodynamic - Eutrophication Model (HEM-3D): Description of Water Quality and Sediment Process Submodels (EFDC Water Quality Model). Special Report in Applied Marine Science and Ocean Engineering No. 327, School of Marine Science, Virginia Institute of Marine Science, College of William and Mary, Gloucester Point, VA.


Signell, Richard P., 2007, "Seagrid" Matlab Oceanographic Grid Generator, USGS, Woods Hole, Ma.


Stacey, M. W., S. Pond, and Z. P. Nowak, 1995: A numerical model of circulation in Knight Inlet, British Columbia, Canada. J. Phys. Oceanogr. 25, 1037-1062.


Stewart, Philip S.;Tedaldi, Dante J.;Lewis, Aaron R.;Goldman, Eugene, "Biodegradation rates of crude oil in seawater", Water Environment Research, Volume 65, Number 7, November/ December 1993, pp. 845-848(4)


Stiver, Warren; and D. Mackay. 1984, "Evaporation Rate of spills of Hydrocarbons and Petroleum Mixtures", Environ. Sci. Technol. 1984, 18, 834-840.


Svendsen, et. al., 2000. Analysis of rip current system, Reprinted from 27th Coastal Engineering Conference, Coastal Eng. Res. Council ASCE, July 16-21, 2000, Sydney, Australia


Tetra Tech, 2007a, EFDC Technical Memorandum, Theoretical and Computational Aspects of the Generalized Vertical Coordinate Option in the EFDC Model, Tetra Tech, Inc, Fairfax, VA.


Tetra Tech, 2007b, The Environmental Fluid Dynamics Code, User Manual, US EPA Version 1.01, Tetra Tech, Inc. Fairfax, VA.


Tetra Tech, 2007c, EFDC Technical Memorandum, Thermal Bed Model, Tetra Tech, Inc. Fairfax, VA.


Tetra Tech, 2002, EFDC Technical Memorandum, Theoretical and Computational Aspects of Sediment and Contaminant Transport in the EFDC Model, Tetra Tech, Inc. Fairfax, VA.


Thanh, P.H.X., M.D. Grace, and S.C. James. 2008. Sandia National Laboratories Environmental Fluid Dynamics Code: Sediment Transport User Manual. Sandia National Laboratories Report SAND2008-5621. September, Alburquerque, NM.


USGS, 2013. Methods for Estimating Water Consumption for Thermoelectric Power Plants in the United States, USGS.


Van Rijn, L. C. 1984. Sediment transport: Part I: bed load transport; part II: suspended load transport; part III: bed forms and alluvial roughness. Journal of Hydraulic Division. ASCE, Vol 110, No. 10, 11, 12.


Zhou, Juntao ; Shunqi Pan and Roger A. Falconer, 2014. Effects of Open Boundary Location on the Far-Field Hydrodynamics of a Severn Barrage. Hydro-environmental Research Centre, School of Engineering, Cardiff University, Cardiff CF24 3AA, UK.