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Dr. Vince Neary Department of Civil and Environmental Engineering Tennessee Technological University Prescott Hall 339 1020 Stadium Road, Box 5015 Cookeville, TN 38505-0001 Email: vneary@tntech.edu Tel: (931) 372 3604 Fax: (931) 372 6239 |
In Refereed Journal Publications1. Hill, A.J. and V.S. Neary "Factors affecting assessment of average watershed slope." Journal of Hydrologic Engineering. (In Press for March 2005).2. Neary, V.S., E. Habib, M. Fleming (2004) "Hydrologic modeling with NEXRAD precipitation in Middle Tennessee." Journal of Hydrologic Engineering. 9(5), 339-349. 3. Fleming, M., and V.S. Neary (2004) "Continuous hydrologic modeling study with HEC-HMS." Journal of Hydrologic Engineering. 9(3), 175-183. 4. Neary, V.S. (2003) "Numerical solution of fully-developed flow with vegetative resistance." Journal of Engineering Mechanics. 129(5), 558-563. 5. Neary, V.S., S.A. Wright and P. Bereciartua. (2001) "Case Study: Sediment transport in proposed geomorphic channel for the Napa River." Journal of Hydraulic Engineering. 127(11), 901-910. 6. Diplas, P., Lynn, D. and V.S. Neary (2000) "The environmental hydraulics technical committee within EWRI." Journal of Hydraulic Engineering. 126(5), 320-321. 7. Neary, V.S., F. Sotiropoulos and A.J. Odgaard. (1999) "Three-dimensional Numerical Model of Lateral-Intake Flows." Journal of Hydraulic Engineering. 125(2), 126-140. 8. Neary, V.S., and F. Sotiropoulos. (1995) "Numerical investigation of laminar flows through 90-degree diversions of rectangular cross-section." Computers and Fluids. Vol. 25, No. 2, 95-118. 9. Neary, V.S., and A.J. Odgaard. (1993) "Three-dimensional flow structure at open-channel diversions." Journal of Hydraulic Engineering. 119(11), 1223-1230. Book Chapters Technical Reports |
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