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McAnally
& Associates

consulting services for water resources engineering

Conference Proceedings

  • Alarcon, V. J., McAnally, W. H., & Pathak, S. (2012). Comparison of Two Hydrodynamic Models of Weeks Bay, Alabama. In B. Murgante , O. Gervasi , S. Misra , N. Nedjah , A. M. A. C. Rocha , D. Taniar and B. O. Apduhan (Eds.), Lecture Notes in Computer Science. ICCSA 2012: Springer-Verlag. 7334, 589-598. DOI:10.1007/978-3-642-31075-1.

  • Alarcon, V. J., & McAnally, W. H. (2012). Using Hydrodynamic Modeling for Estimating Flooding and Water Depths in Grand Bay, Alabama. In B. Murgante , O. Gervasi , S. Misra , N. Nedjah , A. M. A. C. Rocha , D. Taniar and B. O. Apduhan (Eds.), Lecture Notes in Computer Science. ICCSA 2012: Springer-Verlag. 7334, 578-588. DOI:10.1007/978-3-642-31075-1.

  • Alarcon, V. J., McAnally, W., Ervin, G. and Brooks, C., 2010. Using MODIS Land-Use/Land-Cover Data and Hydrological Modeling for Estimating Nutrient Concentrations. 2010 International Conference on Computational Science and Its Applications, ICCSA (accepted).

  • Alarcon, Vladimir J., William McAnally, Wali Aziz, and John Cartwright, 2009, A Hydrodynamic Model of Mobile Bay, Alabama, Proceedings, 13th World Multiconference on Systemics, Cybernetics and Informatics, July 10-13.

  • Alarcon V. J., McAnally, W., Diaz-Ramirez, J., Martin, J., Cartwright, J., 2008. A Hydrological Model of the Mobile River Watershed, Southeastern USA. Proceedings ICCMSE 2008, American Institute of Physics.

  • Alarcon V. J., McAnally, W., Wasson, L., Martin, J., Cartwright, J., 2008. Using NEXRAD Precipitation Data for Enriching Hydrological and Hydrodynamic Models in the Northern Gulf of Mexico. Proceedings ICCMSE 2008,American Institute of Physics.

  • Aziz, W., Alarcon V. J., McAnally, W., Martin, J., Cartwright, J., 2008. An Application of the Mesh Generation and Refinement Tool to Mobile Bay, Alabama, USA. Proceedings ICCMSE 2008, American Institute of Physics.

  • McAnally, W. H. and Haydel, J. F., Port Sedimentation Solutions, Published in Proceedings of 83rd Transportation Research Board, Washington, DC. 2004, P1855.

  • Haydel, J. F. and McAnally, W. H. Sediment Resuspension by Tows, Proceedings of 83rd Transportation Research Board, Washington, DC. 2004, P1960.

  • McAnally, W. H., and Mehta, A. J., Collisional Aggregation of Fine Estuarial Sediment, Coastal and Estuarine Fine Sediment Processes, January 2001, Elsevier, London. pp19-40.

  • Hsieh, B. and McAnally, W. H., Evaluation of Model Verification and Simulation Reliability by System Response Techniques, Physics of Estuaries and Seas, J. Dronkers and M. Scheffers, Eds., 1998, Balkema, Rotterdam. p 305-314

  • Teeter, A. M., T. M. Parchure, and McAnally, W. H., Size-Dependent Erosion of Two Silty-Clay Sediment Mixtures, in Cohesive Sediments, N. Burt, J. Watts, and R. Parker, Eds, 1997, Wiley, UK. p153-159

  • Hsieh, B. B. and McAnally, W. H., Improvement of Simulation Reliability for a 3D Numerical Hydrodynamic Model, Advances in Hydro‑Science and Engineering, 1995, Beijing, China. p 520-525

  • McAnally, W. H., Estuarine Boundary Layers and Sediment Transport, Residual Currents and Longterm Transport, No. 38 of Coastal and Estuarine Studies, R. Cheng, Ed., Springer‑Verlag, 1990. pp 61-70

  • McAnally, W. H., Cohesive Sediment Research at the Waterways Experiment Station, Estuarine Cohesive Sediment Dynamics, A. J. Mehta, Ed., 1984, Springer‑Verlag, New York. pp 456-466

  • McAnally, W. H., Atchafalaya River Delta Growth Predictions, Proceedings, Southeastern Conference on Applied and Theoretical Mechanics, May 1984, Auburn University, GA. pp 426-431

  • McAnally, W. H. and Thomas, W. A., Physical and Numerical Modeling of Estuarine Sedimentation, Proceedings of the International Symposium on River Sedimentation, 1980, Beijing, China. pp E11-1-E11-29

  • McAnally W. H., Bridge Response to Explosion‑Produced Water Plumes, Army Science Conference Proceedings, June 1972, West Point, New York. (classified)

  • Diaz-Ramerex, J. N, McAnally, W. H., and Martin, J. L. Evaluation of HSPF Uncertainty Bounds Using a Probabilistic Point Estimate Method, Watershed Management, 2005, American Society of Civil Engineers, Washington, DC. p161-169

  • McAnally, W. H., Savant, G, and Ballweber, J. A., Hydrologic Modeling of an Industrial Development Site, Mississippi Water Resources Conference proceedings, 2005, GeoResources Instititute, Mississippi State University, MS.

  • McAnally, W. H. and J. F. Haydel, Port Sedimentation Solutions, Mississippi Water Resources Conference proceedings, 2004, GeoResources Instititue, Mississippi State University, MS, pp 137-149.

  • Parchure, T. M., Kim, K., and McAnally, W. H., Effect of Wave-Induced Resuspension of Fine Sediment On Water Quality in Near-Shore Zone, 11th Seminar on Water Quality, 1996, U.S. Army Corps of Engineers, Vicksburg, MS, p 71-16.

  • McAnally, W. H., Pratt, T. C. and Stevens, G., Field Data Collection and Analysis for Verification of an Estuarine Numerical Model, Coastal and Estuarine Modeling, October 1995, American Society of Civil Engineers, New York, pp 204-214.

  • McAnally, W. H. and Nail, G. H. Freshwater Diversion to Reduce Estuarine Salinities, in Hydraulic Engineering, Proceedings of the International Conference on Water Resources Engineering, 1995, American Society of Civil Engineers, New York, pp 1496-1500.

  • McAnally, W. H., Berger, R. C., and Teeter, A. M., Three-Dimensional Modeling for Transport Studies, in Hydraulic Engineering, Proceedings of the National Conference on Hydraulic Engineering, 1993, American Society of Civil Engineers, New York. pp 2141-2146.

  • Nail, G. H. and McAnally, W. H., ESTEX: A Hyperflume for Unsteady Flow Experimentation, Advances in Hydro‑Science and Engineering, 1993, University of Mississippi Press, pp 1909-1916.

  • McAnally, W. H. and Granat, M. A., Set‑Down in a Tidal Embayment, in Hydraulic Engineering, Proceedings of the National Conference on Hydraulic Engineering, 1991, American Society of Civil Engineers, New York, pp 534-539.

  • Lin, H. J., McCarty, T. A., and McAnally, W. H., On the Development of a Computational Numerical Model to Predict the Movement of Oil Spills In Estuarine Environments, Oil Spills: Management and Legislative Implications, 1990, Newport, Rhode Island. pp 458-470.

  • McAnally, W. H. and Thomas, W. A., STUDH: A Two‑Dimensional Numerical Model for Sediment Transport, Sediment Transport Modeling, Proceedings of the International Symposium, 1989, American Society of Civil Engineers, New York, pp 659-664.

  • McAnally, W. H., Lessons from 10 Years Experience in 2D Sediment Modeling, Sediment Transport Modeling, Proceedings of the International Symposium, 1989, American Society of Civil Engineers, New York, pp 350-355.

  • McAnally, W. H., Letter, J. V., and Donnell, B. P., Two‑Dimensional Numerical Modeling for Long Term Sedimentation, Hydraulic Engineering, Proceedings of the National Conference on Hydraulic Engineering, 1988, American Society of Civil Engineers, New York. pp 97-102.

  • Keulegan, G. H. and McAnally, W. H., Salinity Intrusion Predictions by Analytical Expressions, Hydraulic Engineering, Proceedings of the National Hydraulic Engineering Conference, 1987, American Society of Civil Engineers, New York, pp 171-176.

  • McAnally, W. H., Letter, J. V., and Thomas, W. A., Development of Two and Three‑Dimensional Modeling Systems for Open Channel Flow and Sedimentation, Water Forum '86, 1986, American Society of Civil Engineers, New York, pp 1943-1950.

  • McAnally, W. H., Modeling Estuarine Sedimentation Processes, Symposium on Sedimentation Control to Reduce Maintenance Dredging in Estuaries, 1986, National Academy of Sciences, Washington, DC, pp 118-126.

  • Wang, F. C., McAnally, W. H., and Wei, J. S., Patterns of Sediment Deposition in Shallow Bays, Proceedings of the Fourth Interagency Sedimentation Conference, 1986, U. S. Geological Survey, pp 4-110 - 4-119.

  • McAnally, W. H., Letter, J. V., and Thomas, W. A., Two and Three‑Dimensional Modeling Systems for Sedimentation, River Sedimentation, 1986, University of Mississippi Press, pp 400-411.

  • McAnally, W. H., Adamec, S. A., and Bach. D. B., Integration of Micro, Mini, and Mainframe Computers in WES Hydraulic Studies, Hydraulics and Hydrology in the Small Computer Age, 1985, American Society of Civil Engineers, New York, pp 376-381.

  • McAnally, W. H., Adamec, S. A., Athow, R. F., and Letter, J. V., Computer‑Based Predictions of Atchafalaya Bay Sedimentation, Hydraulics and Hydrology in the Small Computer Age, 1985, American Society of Civil Engineers, New York, pp 236-241.

  • McAnally, W. H., Hybrid Modeling To Reduce Maintenance Dredging, Proceedings of the Third US/Netherlands Meeting on Dredging, 1984, USAE Waterways Experiment Station,Vicksburg, MS.

  • Melidor, A., Thomas, W. A., and McAnally, W. H., Numerical Model of Mississippi River at Lock and Dam 26, 1984, Water for Resource Development, American Society of Civil Engineers, New York, pp 64-66.

  • Thomas, W. A., and McAnally, W. H., Analytical Techniques Used to Study Sedimentation in the Lower Mississippi River System, The Management of River and Reservoir Sedimentation in Asian Countries, East‑West Environment and Policy Institute, 1984, Honolulu, HA, p 114-124.

  • McAnally, W. H., Thomas, W. A., and Ariathurai, R., Multi‑Dimensional Modeling of Sediment Transport, Frontiers in Hydraulic Engineering, 1983, H.T. Shen, Ed., American Society of Civil Engineers, New York, pp 91-95.

  • Wang, F. C., and McAnally, W. H., Mississippi River Meandering and Atchafalaya Delta Building, River Meandering, 1983, American Society of Civil Engineers, New York, pp 920-931.

  • Wang, F. C., Wang, Y. H., Scarlatos, P. D., and McAnally, W. H., Analytical Analysis of River‑Delta Interaction, Proceedings, International Association for Hydraulic Research, 1983, Moscow, p 141-149.

  • McAnally, W. H. and Stewart, J. P., Hybrid Modeling of Estuarine Sedimentation, Proceedings, 1982 Hydraulics Division Specialty Conference, American Society of Civil Engineers, New York, pp 408-417.

  • Mehta, A. J., Partheniades, E., Dixit, J. G., and McAnally, W. H., Properties of Deposited Kaolinite in a Long Flume, Proceedings, l982 Hydraulics Division Specialty Conference, American Society of Civil Engineers, New York, pp 594-603.

  • Teeter, A. M., and McAnally, W. H. Application of a Two‑Dimensional Finite Element Model for Shallow Water Computations, Proceedings of the Seminar on 2‑Dimensional Flow Modeling, Hydrologic Engineering Center, 1981, Davis, California, p 35-40.

  • McAnally, W. H. and Thomas, W. A., Finite Element Models in a Study of Estuarine Sedimentation, Proceedings, Third Annual Conference on Finite Element Method in Water Resources, 1980, University of Mississippi, pp 6.47-6.56.

  • McAnally, W. H., Currents in the Columbia River Estuary, American Society of Civil Engineers National Convention, Atlanta, October 1979.

  • McAnally W. H., Physical Model of San Pedro Bay Circulation, Ports 77, 1977, American Society of Civil Engineers, New York, pp 115-121. Raney, D. C. and McAnally, W. H., Comparison of Numerical and Physical Models, Ports 77, 1977, American Society of Civil Engineers, New York, pp 122-128.

  • McAnally, W. H. and Letter, J. V., Assessment of Galveston Entrance Movable Bed Model, American Society of Civil Engineers National Convention, San Diego, April 1976.

Conference Proceedings
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