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JING-YEA (PAUL) YANG, Ph.D., P.E. e O a Page 4 ration report for the Strazzulla Wetlands and Site I Impoundment in Palm Beach County. Principal Engineer; Design of Retaining Wall, City of Vero Beach Substa- tion—Performed the wave run-up and overtopping analyses to provide infor- mation on the design of rock armor structure according to the recommendations of the USACE's Coastal Engineering Manual. Principal Engineer; Hydraulic Independent Technical Review, Environ- mental Firm—Responsible for hydraulic loadings for the structural design. design basis, nonlinear incremental structural analysis. floodwall backfill scour protection. concrete swing gate. floodwall. T-wall. floodwall advanced measures. MRGO closure, hydraulic storm surge and wave review. and gate design. Independent Technical Reviews for Gulf Inter-coastal Waterway (GIWW) Sector Gate Structure (150-foot wide navigation pass supported by concrete monolith built within sheet pile-braced cofferdam founded on 24 x 24-inch hollow core pre-cast concrete piles) with prefabricated sector gates either lifted or floated into place as part of Inner Harbor Navigation Canal Surge Barrier design-build project. Project consisted of a surge barrier to protect New Orleans and adjacent areas from hurricane storm surges coming from the Gulf of Mexico and Lake Borgne.The surge barrier included concrete floodwall with navigation gates where the barrier crosses the GIWW and Bayou Bienvenue. ' Completed over 50 work orders of review projects. Project Manager; Surface Water/Groundwater Study, California State Water Resources Control Board—Managed, directed. and evaluated the ' groundwater impacts on the water quality and beneficial uses of water in the San Francisco Bay/Delta Estuary Central Valley Basin using a 3-D finite element surface water and groundwater model. ' Project Manager; River Basin Model Development; Bureau of Reclama- tion Southwest Region, DOI—Managed. directed. and led the development and application of a watershed model to examine the apparent decline of stream flow in the 26.000-square-mile watershed of the Cimarron and North Canadian Rivers in Oklahoma.Texas. New Mexico. and Kansas. ' Lead Hydraulic Engineer; Flood Insurance Study, Federal Emergency Management Agency—Performed flood insurance studies to prepare Flood Insurance Rate Maps for Town of Cedar Lake.City of Waukegan and Village of Winthrop Harbor in Lake County: Village of Hoffman Estates. Village of In- verness. and City of Countryside in Cook County. Illinois: as well as Town of Schneider in Lake County. Indiana. e Project Manager; Degradation Study, Iowa Public Services Compa- ny—Performed Missouri River bed level degradation study for power plant intake design at George Neal Station. Unit No. 4. USACE's HEC-6 model was used to simulate the scour of riverbed and sediment transport for determining the elevation of the intake structure. Project Manager; Reservoir System Analysis, Pacific Power & Light Company—Managed. directed, and performed Yale reservoir system analysis with pumped-storage utilizing simulation model HEC-3 and linear program- ming techniques for development of maximum peaking power generation in Washington. Project Manager; Ecological/Water Quality Modeling, Appalachian Power Company—Managed and developed a numerical model to assess the O Ec7 cons+mg a rednolo rte