Proven engineering expertise in domestic and international projects.
The performance of coastal structures at the Kireçburnu site under wave action was assessed through numerical analyses; wave climate and transformation results were used to technically define the coastal layout, pier/mooring arrangement and hydrodynamic sensitivities in critical zones.
Site-specific hydrodynamic conditions were evaluated and the behaviour of coastal structures under wave-current effects was examined; design suitability in terms of safety and operational comfort was verified.
The hydrodynamic performance of the seawater intake and discharge/diffuser system at the Thilafushi Waste-to-Energy facility was jointly assessed; flow field, mixing-dilution behaviour and system reliability under operating scenarios were evaluated.
The interaction of coastal zone arrangements with the wave-current regime was examined through numerical modelling; the hydrodynamic performance of coastal structures, reinforcements and urban design elements was assessed.
Wave climate and extreme conditions were determined; wave transformation was modelled in a numerical environment built from bathymetry/topography data and wave loads acting on piles and structural members were calculated.
Flood hazard at the project site was analysed through hydrological and hydraulic assessments taking into account rainfall-catchment response and the capacity of existing drainage infrastructure.
A heat exchanger solution to be installed on the return line was evaluated using a heat-balance approach to ensure that the discharge temperature of cooling seawater complies with regulatory limits.
The cooling water intake-return and discharge processes of the facility were assessed from an engineering perspective, taking hydrodynamic/thermal effects and compliance criteria into account.
Wave conditions and near-shore wave transformation around the ancient harbour were evaluated, and the coastal protection approach for preserving the walls and towers was underpinned by numerical analyses.
Wind and wave climate analysis was first performed to produce design met-ocean inputs; deep-sea outfall pipeline routing and basic design parameters were then developed.
Within the COTC Complex, the seawater intake system for cooling water needs together with the marine outfall pipeline and diffuser approach were addressed at detailed design level for Stage 1.
The performance of existing coastal structures under site-specific hydrodynamic conditions was evaluated and weak points and areas for improvement were analysed against engineering criteria.
Hydrodynamic effects and the potential for morphodynamic change in and around the marina were jointly addressed; wave conditions, inner basin behaviour and sediment dynamics were evaluated.
The effect of the coastal structure layout on water circulation was examined using hydrodynamic analysis methods; stagnation zones and flushing behaviour were evaluated on a scenario basis.
The hydrodynamic behaviour of the culvert at a stream/watercourse crossing on the railway line during flooding was assessed numerically; capacity adequacy and critical hydraulic effects were examined.
The wind-wave climate of the project area was established; wave transformation, harbour seiching and morphological change trends were assessed using numerical modelling tools.
The stormwater drainage infrastructure of the facility was addressed hydraulically; pipeline capacity adequacy, critical bottlenecks and overflow-risk scenarios were technically evaluated.
Coastal arrangement decisions at the hotel site were translated into engineering design with site conditions, drainage infrastructure and operational needs taken into account.
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