Physical Modeling and Simplification of FPSO Topsides Module in Wind Tunnel Model Tests

2021 ◽  
Author(s):  
Zhenjia (Jerry) Huang ◽  
Hyun Joe Kim

Abstract To evaluate wind load on offshore structures, such as FPSO’s, wind tunnel model test is a common industry practice. Configuration of topsides structures and equipment can be very complex, and it is a practical challenge to model all the structural details for wind tunnel model tests. Sometimes, there may be significant modifications to the topsides over FPSO operation life cycle and there may not be detailed topsides drawing for wind tunnel to use in physical model construction. In practice, wind tunnel laboratories have to simplify physical topsides models. They also use metal meshes to cover the topsides modules to compensate for the force reduction due to the simplification. In order to help establish physical modeling practices of wind tunnel model test, we performed extensive tests using a single topsides module. The original topsides module without simplification and mesh was tested first. Then, two simplifications were adopted in the physical model construction. The module was covered with and without metal mesh of different porosities. Thorough test quality assurance (QA) and quality control (QC) were performed to ensure data quality. Test setup, quality assurance (QA) and results are presented in the paper. The results can be used not only for appropriate physical modeling practices of complex topsides modules, but also for validation of numerical predictions such as Computational Fluid Dynamics (CFD), as well as empirical formulas.

Author(s):  
Zhenjia (Jerry) Huang ◽  
Jang Kim ◽  
Hyunchul Jang ◽  
Scott T. Slocum

In this paper, the current drag of a barge-shaped floating liquefied natural gas (FLNG) vessel was studied. Three model tests were performed — a wind tunnel model test, a submerged double-body tow test and a surface tow test. Computational fluid dynamics (CFD) simulations were carried out to gain further insights into the test results. During testing, the tow speed was kept low to avoid surface waves. When the current heading was around the beam current direction, the transverse drag coefficient measured from the wind tunnel test was significantly lower than those of the submerged tow and surface tow tests. The submerged tow and the surface tow provided similar drag coefficients. Results presented in this paper indicated that the difference between the wind tunnel test and the tow tests was caused by the wind tunnel boundary layer effect on the incoming wind profile and formation of a recirculation zone on the upstream side of the model, with a possible additional contribution from the wind tunnel floor constraint on the flow in the wake. Such effects are not accounted for with the simple corrections based on flow velocity reduction in the wind tunnel boundary layer. When conducting future wind tunnel model tests for barge-shaped FLNG hulls, one should consider the potential under-measurement of the transverse drag. In this paper, details of the FLNG model, test setup, test quality assurance (QA), measurement and CFD simulation results are presented, as well as discussions and recommendations for model testing.


2009 ◽  
Vol 12 (1) ◽  
pp. 103-114 ◽  
Author(s):  
Pennung Warnitchai ◽  
Suksit Sinthuwong ◽  
Kobchai Poemsantitham

2014 ◽  
Vol 19 (2) ◽  
pp. 145-167 ◽  
Author(s):  
Yongle Li ◽  
Peng Hu ◽  
You-Lin Xu ◽  
Mingjin Zhang ◽  
Haili Liao

Author(s):  
Paulo José Saiz Jabardo ◽  
Gabriel Borelli Martins ◽  
Gilder Nader ◽  
Guilherme Rosetti ◽  
Kazuo Nishimoto

2013 ◽  
Vol 12 (2) ◽  
pp. 151-156
Author(s):  
Piotr Matys ◽  
Andrzej Flaga

The paper presents results of wind tunnel tests of horizontal axis wind  rotors of Magnus type. Firstly, measurements of aerodynamic side (lift) force and aerodynamic drag on rotating cylinder attached to horizontal aerodynamic balance were performed. Secondly, the model of single-blade rotor with counterbalance was tested.


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