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For three different marginal fields with different payloads, two variations of Technip's wet tree HVS semisubmersible are designed for dry tree application and evaluated on the basis of riser tensioner stroke and deck acceleration. These dry tree suitable hulls also have reduced vertical heave motion at the SCR porch and improve quayside integration and commissioning of topsides to the hull. A key element for the dry tree platform is the riser tensioning system which supports the direct vertical production risers from a subsea wellhead to a topside production tree. These riser tensioners provide additional hull heave stiffness, and effectively reduce the overall natural heave period of the hull. Conventional semisubmersible designs have excessive heave response in harsh environments, resulting in tensioner stroke ranges that are beyond the stroke ranges of field proven conventional riser tensioner equipment. The HVS class semisubmersible with reduced heave and VIM response was chosen as the basis for the dry tree semisubmersible designs in order to achieve riser tensioner stroke ranges within the capability of field proven riser tensioners. The main characteristic of the HVS class of semisubmersible is the redistribution of displacement from the pontoons to the lower part of the column. This is accomplished with a column step, which has the appearance of a blister, located partially around the lower part of column. This redistribution reduces the vertical hydrodynamic excitation, and the heave response. The column step breaks also the coherence of the vortex shedding along the length of column and consequently suppresses the vortex induced motion. The dry tree adaptations of the HVS class semisubmersible include pontoon plates that increase the heave natural period through added mass, and the outcome is reduced heave motion for seastates with high peak periods. The pontoon plates are simple structures to fabricate and have additional benefit of enhancing structural rigidity. The contribution of the pontoon plates to the hull steel weight is minimal. With optimal design of the pontoon plates, the resulting dry tree hulls support the top tensioned risers without the need of a keel guide. The dry tree hull forms have been designed using Computational Fluid Dynamic (CFD) analysis. Extensive CFD work was performed in order to finalize the dry tree designs.
For three different marginal fields with different payloads, two variations of Technip's wet tree HVS semisubmersible are designed for dry tree application and evaluated on the basis of riser tensioner stroke and deck acceleration. These dry tree suitable hulls also have reduced vertical heave motion at the SCR porch and improve quayside integration and commissioning of topsides to the hull. A key element for the dry tree platform is the riser tensioning system which supports the direct vertical production risers from a subsea wellhead to a topside production tree. These riser tensioners provide additional hull heave stiffness, and effectively reduce the overall natural heave period of the hull. Conventional semisubmersible designs have excessive heave response in harsh environments, resulting in tensioner stroke ranges that are beyond the stroke ranges of field proven conventional riser tensioner equipment. The HVS class semisubmersible with reduced heave and VIM response was chosen as the basis for the dry tree semisubmersible designs in order to achieve riser tensioner stroke ranges within the capability of field proven riser tensioners. The main characteristic of the HVS class of semisubmersible is the redistribution of displacement from the pontoons to the lower part of the column. This is accomplished with a column step, which has the appearance of a blister, located partially around the lower part of column. This redistribution reduces the vertical hydrodynamic excitation, and the heave response. The column step breaks also the coherence of the vortex shedding along the length of column and consequently suppresses the vortex induced motion. The dry tree adaptations of the HVS class semisubmersible include pontoon plates that increase the heave natural period through added mass, and the outcome is reduced heave motion for seastates with high peak periods. The pontoon plates are simple structures to fabricate and have additional benefit of enhancing structural rigidity. The contribution of the pontoon plates to the hull steel weight is minimal. With optimal design of the pontoon plates, the resulting dry tree hulls support the top tensioned risers without the need of a keel guide. The dry tree hull forms have been designed using Computational Fluid Dynamic (CFD) analysis. Extensive CFD work was performed in order to finalize the dry tree designs.
Technip recently has developed new cost-effective and riser-friendly Semi-submersible hull forms adapted to various operation sites, with considerable saves in design cost and time. This achievement is greatly in debt to Technip's numerical wave basin, which has been developed and validated through previous projects and collaborative R&D efforts with clients. Validation of the numerical wave basin against the model test and full-scale measurement data has proven that the numerical wave basin can provide more realistic and reliable prediction of the wave-and vortex-induced motion than the physical model test. The validated numerical wave basin has been applied to develop a new semi-submersible hull design for a given design environment, partially replacing the role of the physical model test in the traditional design spiral. The new design spiral based on numerical wave basin provides optimized hull design more expeditiously and efficiently than the traditional design spiral based on physical model test. Review of the development, current status and future prospects of numerical wave basin for offshore platform design is presented in this paper.re-calibrated to provide more accurate design parameter for the next phase of the project, which is the typical case for the design of conventional hull forms. There have been a few occasions, however, the discrepancy between prediction and model test results being beyond the adjustment of empirical formula and result into major modification of the hull design, and some cases even change of the design concepts, which lead to considerable delay and increase of project schedule and cost. This worst scenario occurs when unexpected physical phenomena that could not be modeled by the analytic model are observed in the model test. These unexpected physical phenomena are mostly related to nonlinear fluid force and viscous effects.Along with the efforts to improve conventional global performance tools, Technip has been investing in CFD capability for the analysis of viscous dominant problems such as drag coefficients of hull parts and vortex induced motion of Spars (Halkyard et al., 2006, Atluri et al, 2009, Lefevre et al., 2013. Recently, the utilization of CFD for offshore floater design extends to free-surface flow problems for Spars and multi-column floaters with the aides of the advances of CFD codes in free-surface capturing and moving mesh techniques, together with the computing power of modern high-performance parallel computers that has been growing exponentially year by year. Technip is developing numerical wave basin to provide design parameters of run up, air gap, green water and nonlinear wave load on the hull at the early stage of floater design. The numerical wave basin provides wave-induced loads and motion on fixed and floating structures correlating with the model test measurements within engineering tolerance for the design purpose , Wu et al., 2014. Numerical wave basin will gradually substitute the role of scaled model test in the design spiral, as depicted in ...
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