Experience

WBCM, A Division of TranSystems

• United States
• Civil Engineering
• 100 - 200 Employee

• Project Manager

  • Dez. 2021 - –Heute



PRIME AE Group, Inc.

• United States
• Design Services
• 200 - 300 Employee

• Sr. Project Manager

  • Mai 2019 - Dez. 2021



Brudis & Associates, Inc.

• United States
• Civil Engineering
• 1 - 100 Employee

• Project Manager

  • Jan. 2017 - Mai 2019



Gannett Fleming

• United States
• Civil Engineering
• 700 & Above Employee

• Sr. Civil Engineer / Water Resources Engineer

  • Aug. 2011 - Jan. 2017

  H&H studyE&S design H&H studyE&S design



URS Corporation, An AECOM Company

• United States
• Civil Engineering
• 700 & Above Employee

• Civil / Hydraulic Engineer

  • Aug. 2007 - Juli 2011

  A well-educated civil/Hydraulic engineer with 11 years (river) hydrology and hydraulic modeling experience. An expert in flood control and storm water best management practices. In-depth knowledge of open channel flow analysis. Extensive experience with highway drainage design, site drainage design, and erosion& sedimentation control paln.Selected Projects: Road Drainage System, New Britain/ Hartford Busway, New Britain, Connecticut (2007~2011) (CT DOT Project): Contributed to the design of 8200 linear feet of storm drain system for the Busway at New Britain-Hartford Busway. Design included hydraulic adequacy analysis of the Piper Brook Culvert, drainage area delineation, hydraulic analyses for the road storm drainage system and bridge deck drainage system, swale design, detention pond design, water quality basin and temporary sediment basin design, erosion & sedimentation control design; plan sheets were drawn by Microstation V8. Perform CT DEP permit application and quantities estimation for drainage items and sedimentation items.Tomlinson Bridge, Plainville, CT (2008~2011) Responsible for the preparation of the hydrologic & hydraulic analysis for the Quinnipiac River upstream of the Tomlinson Bridge, Plainville, Connecticut. Watershed delineation and channel properties were studied basis on the USGS reports and Gazetteer report. Seven parameters USGS regression equations were used for the peak rate estimations. One dimensional steady flow numerical model of HEC-RAS 4.0 was used for the river simulations. Hydraulic and Hydrologic parameters obtained from the USGS reports, FEM FIS and FIS back-up data were used in the Hydraulic and Hydrologic model. River cross sections at the vicinity of the bridge were reshaped to improve the hydraulic conditions.