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(18-02-01) Marine and Coastal Professional Engineering Consulting Services
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Last modified
3/23/2018 10:44:15 AM
Creation date
3/23/2018 10:35:10 AM
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CityClerk-Bids_RFP_RFQ
Project Name
Marine and Coastal Professional Engineering Consulting Svcs
Bid No. (xx-xx-xx)
18-02-01
Project Type (Bid, RFP, RFQ)
RFQ
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City of Sunny Isles Beach, Florida <br />Marine and Coastal Professional Engineering Consulting Services (CCNA) | RFQ No. 18‐02‐01 <br /> <br /> <br />Aptim Environmental & Infrastructure, Inc. <br />19 <br />01C032018D <br /> <br />d. <br />(1) TITLE AND LOCATION (City and State) SECTION F PROJECT #5 (2) YEAR COMPLETED <br />Numerical Modeler, Figure Eight Island Inlet and Shoreline <br />Management Project, Figure Eight Island Homeowner’s Association, <br />Rich Inlet, North Carolina <br />PROFESSIONAL SERVICES CONSTRUCTION (If <br />applicable) <br />2010 N/A <br />BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm <br />Mr. Dobrochinski was actively involved in the numerical wave modeling of waves, currents, sediment transport, and <br />beach inlet morphology utilizing the numerical model Delft3D. The developed model was used to evaluate <br />performance of inlet relocation alternatives, beach nourishment and terminal groins at Rich Inlet, North Carolina, <br />supporting technical recommendation for the Figure “8” Island Homeowner’s Association. <br />e. <br />(1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED <br />Numerical Modeler, Impacts on Design of Coastal Protection <br />Structures, Thompson Engineering, Gulf State Park, Alabama <br />PROFESSIONAL SERVICES CONSTRUCTION (If <br />applicable) <br />July 2016 – April 2017 N/A <br />BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm <br />Mr. Dobrochinski performed Delft3D, SBEACH and XBEACH numerical modeling of flow, waves and morphological <br />changes to evaluate the impacts of extreme events to support the design of the coastal protection structures in Gulf <br />State Park, Alabama. The numerical modeling tools were applied to estimate the interaction of waves and storm <br />surge, evaluate flow/wave loads on coastal structures, and determine the impact that individual storm events have <br />on the dune system. Based on that, optimal vertical and horizontal structure locations were recommended in order <br />to optimize project design and minimize their vulnerability to various return period storm events. <br /> <br /> <br />
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