ECT - Laserfiche WebLink

Home Browse Search

I I JING-YEA (PAUL) YANG, Ph.D., P.E. c , Vice President Project Assignment: Assistant Project Manager I Education Ph.D.. Environmental Engineer- Water Resources Manager; Aerojet Canal Dredging/Remediation Project, ing—Cornell University. 1974 SFWMD—Performed inspection of stormwater erosion and sedimentation I M.S..Civil Engineer- Control during construction and dredging/remediation according to the ing—University of Pittsburgh, stormwater pollution prevention plan. The Aerojet Canal is located adjacent to 1970 and on the west side of Southwest 232nd Avenue. Florida City. Miami-Dade B.S..Civil Engineering—National County.Florida. The former Blue Heron Aqua Farm(also referred to as the fish I Taiwan University. 1967 farm) is situated just west of the Aerojet Canal. Contaminated sediments from the fish farm as deep as 10 feet were removed from a 150 foot wide by 1.200 Registrations foot length of the closed loop canal. Removal of sediments and reduction of I Professional Engineer. Florida, phosphorus in the closed loop canal was critical to project success. Aluminum No.61324 sulfate was applied to the canal water to precipitate the phosphorus at the con- Professional Engineer. Illinois. elusion of dredging. Bathymetric data confirmed dredging success and water No.062-038331 quality monitoring indicated dissolved and suspended phosphorus had been I Certified Inspector. FDEP Florida Storm water Erosion and Sedi- successfully treated. The project received approval from the National Park Service: land bridges were removed: and the canal was turned over to mentation Control Program USACE/SFWMD for inclusion in the spreader canal project ahead of schedule. IAffiliations Project Manager; Collection of Modeling Documents for Biscayne Bay American Water Resources Asso- Comprehensive Everglades Restoration Plan (CERP). USACE Jackson- elation ville District—Managed and directed collection of documentation from exist- I Florida Association of Environ- ing bibliographies and specified information for the Biscayne Bay Coastal Environ- mental Professionals Wetlands CERP project. Collected documentation selected by the USACE and Florida Storm water Association SFWMD for the Biscayne Bay Coastal Wetlands project.A major goal stated in the CERP is to improve freshwater deliveries to Biscayne Bay. The purpose of I Areas of Specialization the Biscayne Bay coastal wetlands project is to achieve that goal in part by re- Hydrologic and Hydraulic(H/H) storing coastal wetlands and tributaries in some areas of southern Miami-Dade Analyses. Sediment Transport/ County. I Scour Modeling. Water Resources Planning and Management. Storm Principal Engineer; Total Maximum Daily Loads (TMDL) Review, Envi- water Management. Mathematical ronmental Firm—St. Johns County wished to investigate possible sources of Modeling. Non-Point Source Pol- fecal coliform which appeared in test samples collected in Durbin Creek at the I lution and Watershed Master Plan Racetrack Road Bridge and at other locations along Durbin Creek and its trib- utary. Sampson Creek. These test samples periodically exceeded State water simulations).Floodplain Delinea- quality criteria for fecal coliform. and caused Durbin Creek to be listed as im- I tion. Alternative Analysis. Hy- draulic Modeling of Reversal River Flows. Regional Water Quality Principal Engineer; Caloosahatchee River (C-43) West Basin Storage Assessment. Reservoir System Reservoir, South Florida Water Management District I Analysis. 2-D and 3-D Numerical (SFWMD)—Evaluated and compared the SR-80 bridge bed elevation and the Modeling; Watershed .Ground- water levels in Townsend Canal at the intersection in Hendry County from watedWater Quality Model De- 100-year. 500-year and PMP storm events. Performed H/H analyses using Ivelopment. Hydrodynamic Mod- three-dimensional (3-D) surface and ground water models. MIKE SHE/MIKEeling, Ecological Modeling. Opti- 11/ECO Lab. to determine the effects of the project on discharges to the local mization Models.Applications of canals and Caloosahatchee Estuary. groundwater levels. and water quality. Linear. Non-linear and Dynamic Conducted wind setup and wave run-up analyses to determine the elevation of I Programming in Water Resources the top of embankment using U.S. Army Corps of Engineers' (USACE's) Systems. Statistical Modeling. STWAVE/ACES and spreadsheet models. Signed and sealed the final 100 Multiple-Purpose Water Resources percent design report in the WH of spillway design for the stormwater reservoir. I Development.Contaminants Fate/Transport. Regulatory Com- Project Manager; Flow Data Quality Improvement at Culverts, pliance. Modeling for Flood In- SFWMD—Extracted streamgauging data, and the corresponding operations surance and Ocean Disposal Stud- and stage data for culvert structures from the QMEAS database.Computed flow I ies. GIS development/Visualiza- tion. using District software. such as QVERIFY. QMREPORT. QMCOUNT and and Environmental Impact FLOW. Performed uncertainty analysis using Monte Carlo simulation method: Studies ^ assessed and improved existing algorithms using the available streamgauging 8 =V, Ca FinYm ,nd watng&Technology Inc