My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
GEI Consultants, Inc. Bid Document (11)
SIBFL
>
City Clerk
>
Bids-RFQ-RFP
>
RFQ
>
(26-07-01) Continuing Professional Architectural & Engineering Consulting Services (CCNA)
>
PROPOSALS
>
GEI Consultants, Inc
>
GEI Consultants, Inc. Bid Document (11)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/31/2026 1:25:17 PM
Creation date
8/31/2026 1:23:38 PM
Metadata
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
148
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
Bay Bridge Hydrodynamic Assessment, Alabama <br />Department of Transportation, Mobile, AL. Performed <br />engineering analysis of storm surge and wave impact on the <br />proposed bridge superstructure and substructure over a range <br />of combined return period storms and sea level rise scenarios. <br />Calculated hydrodynamic forces on bridge components using <br />AASHTO Level 1 Analysis method. <br />Floodwall Design Project, Bergen County Utilities <br />Authority, NJ. Project engineer for the hydrodynamic <br />assessment of proposed floodwall protection designs at <br />the Utilities Authority’s project site. Assessment included <br />evaluation of hydrodynamic conditions during the design <br />storm event. Wave and circulation modeling results were <br />assessed to inform hydrodynamic loads and overtopping <br />volumes along various floodwall alignments and help inform <br />top of wall elevations. <br />Hydrodynamic and Sedimentation Modeling for Boat <br />Ramp Access, San Luis Pass, TX. Project engineer for a <br />study investigating sedimentation within the boat ramp <br />basin at San Luis Pass, TX and development of preliminary <br />mitigation alternatives. Performed coastal hydrodynamic and <br />sedimentation modeling using a MIKE21/3 Coupled Model <br />to evaluate existing sedimentation in and around the basin. <br />Developed a technical report documenting site conditions, <br />model calibration, modeling results, alternatives analysis, and <br />the recommended alternative. <br />Preliminary Design Study for Improving Beach Conditions, <br />Private Client, British Virgin Islands. Responsible for the <br />coastal engineering analysis of existing conditions for an <br />eroding recreational beach at a Caribbean island. Evaluated <br />littoral transport conditions, shoreline geomorphology, <br />and future erosion predictions. Developed and analyzed <br />alternatives mitigation concepts for improving the beach <br />conditions and sediment management. Prepared the Design <br />Basis and Alternative Analysis technical reports, including the <br />recommended beach improvement concept. <br />Wave and Sediment Transport Monitoring, The Nature <br />Conservancy, Delaware Bay, NJ. Responsible for planning <br />and managing wave and sediment transport monitoring field <br />work, data collection, and data analysis over a four-month <br />period. Automated wave data analysis process through MATLAB <br />coding and performed sediment transport analysis. Prepared <br />final report for the client documenting procedure, results, and <br />recommendations to further improve shoreline stabilization. <br />Wave Monitoring for a Living Shorelines Project, The <br />Nature Conservancy, Cumberland County, NJ. Developed <br />and initiated a wave monitoring program to quantify the wave <br />attenuation capability of living shoreline structures on the <br />Delaware Bay. Responsible for the design and construction <br />of wave gauge platforms and anchoring systems for wave <br />monitoring devices. Performed deployment, retrieval, data <br />analysis, and provided training materials to guide future <br />monitoring efforts. <br />GEI Consultants | City of Sunny Isles Beach | RFQ 26-07-01 118 <br />Katlin Walling, PE
The URL can be used to link to this page
Your browser does not support the video tag.