CURRICULUM VITAE. PROFESSIONAL REGISTRATION: Registered Professional Civil Engineer Montana (License #: 16998)

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1 CURRICULUM VITAE NAME AND ADDRESS: Dr. Francis C. K. Ting Department of Civil and Environmental Engineering South Dakota State University SCEH 210, Box 2219 Brookings, SD Office: [605] Fax: [605] EDUCATION: University of Manchester Institute of Science and Technology, United Kingdom, B.Sc. (Honors), Civil Engineering, 1982 California Institute of Technology, M.S., Civil Engineering, 1983 California Institute of Technology, Ph.D., Civil Engineering, 1989 APPOINTMENTS: Professor, Department of Civil and Environmental Engineering, South Dakota State University, 2005-present Associate Professor, Department of Civil and Environmental Engineering, South Dakota State University, Assistant Research Scientist, Texas Transportation Institute, Texas A&M University, Assistant Professor, Department of Civil Engineering, Texas A&M University, Post-doctoral Research Fellow, Center for Applied Coastal Research, University of Delaware, PROFESSIONAL REGISTRATION: Registered Professional Civil Engineer Montana (License #: 16998) RESEARCH INTERESTS: Breaking waves, turbulence in fluids, sediment transport, bridge scour, river hydraulics RESEARCH PROJECTS: 1. Experimental Study of Two-Phase Suspended Sediment Transport in Breaking Waves, Francis Ting (PI), National Science Foundation, September 15, September 15, 2015, $397, Analysis of Compound Channel Flow with Two-Dimensional Models, Francis Ting (PI), South Dakota Department of Transportation/Mountain Plains Consortium/South Dakota State University, July 31, June 30, 2012, $96, Experimental Study of Coherent Structures in Breaking Waves, Francis Ting (PI), National Science Foundation, September 1, August 31, 2009, $214,628. 1

2 4. Evaluation of SRICOS Method on South Dakota Cohesive Soils, Francis Ting (PI), Allen Jones (Co-PI), South Dakota Department of Transportation/Mountain Plains Consortium/South Dakota State University, January 22, June 30, 2009, $126, Turbulence Dynamics in Irregular Breaking Waves, Francis Ting (PI), Office of Naval Research, April 15, September 30, 2004, $269, Acquisition of Multi-Purpose Open-Channel Flume for Water Flow Studies, Francis Ting (PI), Alexandra Moutsoglou (Co-PI), Darrell DeBoer (Co-PI), National Science Foundation, October 1, September 30, 2003, $111, Acquisition of a Particle Image Velocimetry System for Measurement of Fluid Velocity Field, Francis Ting (PI), Vernon Schaefer (Co-PI), National Science Foundation, October 1, September 30, 2000, $141, Proposed Hydrologic Analysis of Buffer Strip along the Northern Portion of L- 31N, Francis Ting (PI), Vernon Schaefer (Co-PI), National Park Service, September 5, February 29, 2000, $37, Engineering Analysis of the Modified Water Deliveries Project of the Central and South Florida Project, Francis Ting (PI), National Park Service, September 1, March 31, 1998, $25, Using Computing and Modern Measuring Equipment in Undergraduate Fluid Mechanics Experiments, Francis Ting (PI), Mark Kennedy (Co-PI), Thomas Van Lent (Co-PI), National Science Foundation, July 1, June 30, 1999, $9, Scour Rate of Cohesive Soil, Jean-Louis Briaud (PI), Francis Ting (Co-PI), H. C. Chen (Co-PI), Texas Department of Transportation, October 1, September 30, 1997, $500, Feasibility Study of Hydraulic Modeling Facility for Scour Problems, Francis Ting (PI), Jean-Louis Briaud (Co-PI), Texas Department of Transportation, September 1, August 31, 1994, $79, Bank Erosion of the Gulf Intracoastal Waterway at Aransas National Wildlife Refuge, U.S. Army Corps of Engineers/Texas Sea Grant College Program, Jun Zhang (PI), Francis Ting (Co-PI), September 1, August 31, 1993, $112, Dynamics of Surf Zone Turbulence, Francis Ting (PI), Texas Higher Education Coordinating Board, January 1, August 31, 1994, $60,000. REFEREED JOURNAL PUBLICATIONS: 1. Ting, F. C. K., Larsen, R. J. and Jones, A. L. (2011). Simplified approach to generating hydrographs and estimating probability of scour depth exceedance for pier scour prediction in ungaged streams using the SRICOS method. Accepted for publication in Transportation Research Record. 2. Larsen, R. J., Ting, F. C. K. and Jones, A. L. (2011). Flow velocity and pier scour prediction at the bend of a compound channel: Big Sioux River Bridge at Flandreau, South Dakota. Journal of Hydraulic Engineering, ASCE, Vol. 137, No. 5, pp Ting, F. C. K. and Nelson, J. R. (2011). Laboratory measurements of large-scale near-bed turbulent flow structures under spilling regular waves. Coastal Engineering, Vol. 58, No. 2, pp

3 4. Havaldar, S. N. and Ting, F. C. K (2010). Experimental study of particle motion on a smooth bed under shoaling waves using particle image velocimetry. Journal of Engineering Mechanics, ASCE, Vol. 136, No. 7, pp Ting, F. C. K. (2008). Large-scale turbulence under a solitary wave: Part 2 forms and evolution of coherent structures. Coastal Engineering, Vol. 55, No. 6, pp Ting, F. C. K. (2006). Large-scale turbulence under a solitary wave. Coastal Engineering, Vol. 53, No. 5-6, pp Johnson, K. R. and Ting, F. C. K. (2003). Measurements of water surface profile and velocity field at a circular pier. Journal of Engineering Mechanics, ASCE, Vol. 129, No. 7, pp Ting, F. C. K., Briaud, J.-L, Chen, H. C., Gudavalli, R., Perugu, S. and Wei, G. (2003). Closure to "Flume tests for scour in clay at circular piers" by Francis C.K. Ting, Jean-Louis Briaud, H.C. Chen, Rao Gudavalli, Suresh Perugu, and Gengsheng Wei. Journal of Hydraulic Engineering, ASCE, Vol. 129, No. 7, pp Ting, F. C. K. (2002). Laboratory study of wave and turbulence characteristics in narrow-band irregular breaking waves. Coastal Engineering, Vol. 46, No. 4, pp Ting, F. C. K. (2001). Laboratory study of wave and turbulence velocities in a broadbanded irregular wave surf zone. Coastal Engineering, Vol. 43, No. 3-4, pp Ting, F. C. K., Briaud, J.-L, Chen, H. C., Gudavalli, R., Perugu, S. and Wei, G. (2001). Flume tests for scour in clay at circular piers. Journal of Hydraulic Engineering, ASCE, Vol. 127, No. 11, pp Briaud, J.-L., Chen, H. C., Kwak, K. W., Han, S. W. and Ting, F. C. K. (2001). Multiflood and multi-layer method for scour rate prediction at bridge piers. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 127, No. 2, pp Briaud, J.-L., Ting, F. C. K., Chen, H. C., Han, S. W. and Kwak, K. W. (2001). Erosion function apparatus for scour rate predictions. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 127, No. 2, pp Briaud, J.-L., Ting, F. C. K., Chen, H. C., Gudavalli, R., Perugu, S. and Wei, G. (1999). SRICOS: Prediction of scour rate in cohesive soils at bridge piers. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 125, No. 4, pp Hershberger, D. A. and Ting, F. C. K. (1996). Study of wind waves in the Gulf Intracoastal Waterway at Aransas National Wildlife Refuge. Journal of Waterway, Port, Coastal, and Ocean Engineering, ASCE, Vol. 122, No. 5, pp Ting, F. C. K. and Kirby, J. T. (1996). Dynamics of surf-zone turbulence in a spilling breaker. Coastal Engineering, Vol. 27, No. 3-4, pp Ting, F. C. K. and Lemasson, W. J. (1996). Dynamic response of fluid mud in a submarine trench to water waves Coastal Engineering, Vol. 27, No. 1-2, pp Ting, F. C. K. and Kirby, J. T. (1995). Dynamics of surf-zone turbulence in a strong plunging breaker. Coastal Engineering, Vol. 24, No. 3-4, pp

4 19. Ting, F. C. K. and Kirby, J. T. (1994). Observation of undertow and turbulence in a laboratory surf zone. Coastal Engineering, Vol. 24, No. 1-2, pp Ting, F. C. K. and Kim, Y. K. (1994). Vortex generation in water waves propagating over a submerged obstacle. Coastal Engineering, Vol. 24, No. 1-2, pp Ting, F. C. K. (1994). Wave interaction with fluid mud in a rectangular trench. Journal of Waterway, Port, Coastal, and Ocean Engineering, ASCE, Vol. 120, No. 2, pp Ting, F. C. K. (1992). On forced internal waves in a rectangular trench. Journal of Fluid Mechanics, Vol. 235, pp Ting, F. C. K. and Raichlen, F. (1988). Wave interaction with rectangular trench in density-stratified fluid. Journal of Waterway, Port, Coastal, and Ocean Engineering, ASCE, Vol. 114, No. 5, pp Ting, F. C. K. and Raichlen, F. (1986). Wave interaction with a rectangular trench. Journal of Waterway, Port, Coastal, and Ocean Engineering, ASCE, Vol. 112, No. 3, pp SIGNIFICANT RESEARCH REPORTS: 1. Ting, F. C. K., Jones, A. L. and Larsen, R. J. (2010). Evaluation of SRICOS method on cohesive soils in South Dakota. MPC Report No , Mountain- Plains Consortium, 213 pp. 2. Briaud, J.-L., Ting, F. C. K., Chen, H. C., Gudavalli, R., Kwak, K., Philogene, B., Han, S.-W., Perugu, S., Wei, G., Nurtjahyo, P., Cao, Y. and Li, Y. (1999). SRICOS: Prediction of scour at bridge piers. Report No S, Texas Transportation Institute, Texas A&M University, College Station, Texas, 122 pp. 3. Ting, F. C. K., Briaud, J.-L., Gudavalli, S. R. and Perugu, S. B. (1995). Feasibility study for hydraulic modeling facility for scour problems. Research Report No F, Texas Transportation Institute, Texas A&M University, College Station, Texas, 118 pp. 4. Zhang, J., Ting, F. C. K., Hershberger, H., Yu, H. and Spell, C. A. (1993). Bank erosion of the Gulf Intrascoastal Waterway at the Aransas National Wildlife Refuge. COE Report No. 332, Texas A&M Research Foundation, College Station, Texas, 138 pp. 5. Ting, F. C. K. (1989). Interaction of water waves with a density-stratified fluid in a rectangular trench. Report No. KH-R-50, W. M. Keck Laboratory of Hydraulics and Water Resources, California Institute of Technology, Pasadena, California, 305 pp. CONFERENCE PRESENTATIONS: 1. Ting, F. C. K., Larsen, R. J. and Jones, A. L. (2011). Simplified approach to generating hydrographs and estimating probability of scour depth exceedance for pier scour prediction in ungaged streams using the SRICOS method. TRB 90 th Annual Meeting, Washington, D. C., January Nelson, J. R. and Ting, F. C. K. (2008). Motion of discrete particles on a plane slope under regular breaking waves. Ocean Sciences Meeting, Orlando, Florida, March

5 3. Havaldar, S. N. and Ting, F. C. K. (2008). Experimental study of particle motion on a smooth bed under shoaling waves using particle image velocimetry. Inaugural International Conference of the Engineering Mechanics Institute, Minneapolis, Minnesota, May Ting, F. C. K. (2006). Laboratory study of turbulent flow structures in breaking waves by particle image velocimetry. 30 th International Conference on Coastal Engineering, San Diego, California, September Ting, F. C. K. (2006). Large scale turbulence under a solitary wave. Ocean Sciences Meeting, Honolulu, Hawaii, February Ting, F. C. K. (2004). Turbulence measurements in a laboratory surf zone. Ocean Sciences Meeting, Portland, Oregon, January Ting, F. C. K. (2001). Wave and turbulence characteristics in narrow-band irregular breaking waves. 4 th International Symposium on Ocean Wave Measurements and Analysis, San Francisco, California, September Ting, F. C. K. and Johnson, K. R. (2001). Measurements of velocity field at a circular pier by particle image velocimetry. ASCE Mechanics and Materials Summer Conference, San Diego, California, June Ting, F. C. K. (1999). Using inexpensive equipment in teaching turbulence to undergraduate engineering students. ASEE Annual Conference, Charlotte, North Carolina, June Ting, F. C. K., Briaud, J.-L., Chen, H. C., Gudavalli, R. and Perugu, S. (1999). Effect of scour history on local scour around bridge piers in clay, International Water Resource Engineering Conference, Seattle, Washington, August Ting, F. C. K. and Teng, A. P. (1998). Turbulence measurements at a circular pier, 12 th Engineering Mechanics Conference, La Jolla, California, May Sultan, N. J. and Ting, F. C. K. (1995). Application of turbulence theory to a laboratory surf zone. 10 th Engineering Mechanics Conference, Boulder, Colorado, May Ting, F. C. K. (1995). Characteristics of surf-zone turbulence in regular and irregular waves. 10 th Engineering Mechanics Conference, Boulder, Colorado, May Ting, F. C. K. (1994). Characteristics of surf-zone turbulence on a barred beach. 24 th International Conference on Coastal Engineering, ASCE, Kobe, Japan, October Ting, F. C. K. and Lemasson, W. J. (1994). Fluid mud response to water waves. International Symposium: Waves-Physical and Numerical Modeling, University of British Columbia, Vancouver, Canada, August Hershberger, D., Spell, C. A., Sultan, N, Ting, F. C. K. and Zhang, J. (1993). Bank erosion of the Gulf Intracoastal Waterway at the Aransas National Wildlife Refuge, 8 th Symposium on Coastal and Ocean Management, New Orleans, Louisiana, July Sultan, N. J. and Ting, F. C. K. (1993). Experimental study of undertow and turbulence intensity under irregular waves in the surf zone. 2 nd International Symposium on Ocean Wave Measurement and Analysis, New Orleans, Louisiana, July

6 18. Ting, F. C. K. (1992). Wave interaction with fluid mud in rectangular trench. 9 th Engineering Mechanics Conference, College Station, Texas, May Ting, F. C. K. and Raichlen F. (1988). Generation of internal waves a submarine trench by propagating surface waves. 21 st International Conference on Coastal Engineering, Torremolinos, Spain, June PROFESSIONAL/OUTREACH ACTIVITIES: 1. Fluids Committee, Engineering Mechanics Division, American Society of Civil Engineers, 1998 to present. 2. Reviewer for Coastal Engineering, Journal of Geophysical Research, Journal of Hydraulic Engineering, Journal of Hydraulic Research, Journal of Physical Oceanography. 3. Secretary and Treasurer, American Society of Civil Engineers, South Dakota Section, Eastern Branch, 1996 to present. 4. Coordinator of Fluid Mechanics Laboratory, College of Engineering, South Dakota State University. 5. Faculty mentor/presenter/judge in Eastern South Dakota Science and Engineering Fair, Engineering Exploration Day, Big Sioux Water Festival, Youth Engineering Adventure, Senior Design Conference. HONORS AND AWARDS: College of Engineering, Researcher of the Year, 2002 UNDERGRADUATE COURSES TAUGHT: Fluid Mechanics Fluid Mechanics Laboratory Hydraulic Engineering Basic Coastal Engineering Ocean Engineering Laboratory GRADUATE COURSES TAUGHT: Environmental Fluid Mechanics Advanced Hydraulic Engineering Coastal Engineering Coastal Sediment Processes Estuary Hydrodynamics THESES SUPERVISED: 1. Larsen, R. J. (2010). Two-Dimensional Modeling of the Big Sioux River at the Highway 13 Bridge near Flandreau, South Dakota. M.S. thesis, Department of Civil Engineering, South Dakota State University, Brookings, South Dakota, 190 pp. 2. Havaldar, S. N. (2009). Experimental study of particle motion on a smooth and rough bed under shoaling waves using particle image velocimetry. Ph.D. thesis. Atmospheric, Environmental and Water Resources Program, South Dakota State University, Brookings, South Dakota, 376 pp. 6

7 3. Gilb, J. L. (2005). Experimental study of large turbulent structures in a breaking solitary wave using particle image velocimetry. M.S. thesis, Department of Civil Engineering, South Dakota State University, Brookings, South Dakota, 229 pp. 4. Peterson, E. J. (2003). Transformation of irregular breaking waves in a laboratory surf zone. M.S. thesis, Department of Civil Engineering, South Dakota State University, Brookings, South Dakota, 292 pp. 5. Louwagie, R. S. (2003). Transformation of irregular wave groups in a laboratory surf zone. M.S. thesis, Department of Civil Engineering, South Dakota State University, Brookings, South Dakota, 257 pp. 6. Johnson, K. R. (2002). Measurements of velocity field at a circular cylinder in open channel flow by particle image velocimetry. M.S. thesis, Department of Civil Engineering, South Dakota State University, Brookings, South Dakota, 186 pp. 7. Teng, A. P. (2000). Numerical modeling of the S-349 Structure for Modified Water Deliveries to Everglades National Park. M.S. thesis, Department of Civil Engineering, South Dakota State University, Brookings, South Dakota, 141 pp. 8. Bhat, S. (1999). Low-flow characteristics for selected streams in the Big Sioux River Basin, South Dakota. M.S. thesis, Department of Civil Engineering, South Dakota State University, Brookings, South Dakota, 156 pp. 9. Englund, T. M. (1998). Numerical study of surface water flow through the proposed L-67 levee gaps for the Modified Water Deliveries to the Everglades National Park. M.S. thesis, Department of Civil Engineering, South Dakota State University, Brookings, South Dakota, 182 pp. 10. Gudavalli, S. R. (1997). Prediction model for scour rate around bridge piers in cohesive soil on the basis of flume tests. Ph.D. thesis, Department of Civil Engineering, Texas A&M University, College Station, Texas, 219 pp. 11. Sultan, N. J. (1995). Irregular wave kinematics in the surf zone. Ph.D. thesis, Ocean Engineering Program, Department of Civil Engineering, Texas A&M University, College Station, Texas, 135 pp. 12. Lemasson, W. J. C. (1994). Interaction of water waves with fluidized mud in a rectangular trench. M.S. thesis, Ocean Engineering Program, Department of Civil Engineering, Texas A&M University, College Station, Texas, 168 pp. 13. Hershberger, D. A. (1993). A study of wind waves in the Gulf Intracoastal Waterway near the Aransas National Wildlife Refuge. M.S. thesis, Ocean Engineering Program, Department of Civil Engineering, Texas A&M University, College Station, Texas, 93 pp. 14. Kim, Y. K. (1993). Studies of the velocity fields near a submerged rectangular object. M.S. thesis, Ocean Engineering Program, Department of Civil Engineering, Texas A&M University, College Station, Texas, 187 pp. HOBBIES: Music, American Literature, Hiking and Camping 7

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