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Case Study

Whiting Lakefront Park

Overview

Project Challenges:
  • Fast track schedule for design and construction of emergency repair works
  • Original revetment design compromised by inadequate information on nearshore bathymetry fronting the structure
  • Field work identified steep nearshore slope comprised of range in materials (remnant from lakefill project constructed in the early 1900s)
  • Design of effective rehabilitation works complicated by need to integrate with existing underwater slope which extends into significant water depth (overlooked in original design)
  • Coastal processes significantly influenced by the presence of much larger coastal structures on either side of the project
Project Solutions:
  • Fast-track execution of ~$1M in emergency repair works
  • Comprehensive UAV and MBS surveys to document existing conditions
  • Numerical modeling of waves, nearshore hydrodynamics, and sediment transport
  • Damage assessment and design development for comprehensive rehabilitation works
  • Alternative assessment for measures to address sedimentation problems

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