The Investigation of Non-Linear Effect for a Circular Cylinder Shaped FPSO

Author(s):  
Sam-Kwon Hong ◽  
Rae-Hyoung Yuck ◽  
Beom-Seon Jang ◽  
Hi-Seok Kang ◽  
Se-Eun Kim ◽  
...  

Nowadays, a circular cylinder shaped FPSO appears as a new type FPSO because it does not need the expensive turret system. A circular cylinder shaped FPSO has an excellent motion performance because pitch and roll natural periods are longer compared to traditional FPSO and heave natural period is also longer due to its small water plane area. Samsung heavy industries has developed a circular cylinder shaped FPSO called as S-Line. The feature of S-line has a shape cutting a groove around draft to reduce the water plane area. Through reducing water plane area, the heave natural frequency moves to lower frequency which is far from ocean waves. According to the results of a linear calculation by WAMIT, S-Line showed reduced vertical motion of heave, roll and pitch compared to conventional FPSO. But, S-Line showed unsuspected large pitch response in 1st model test which was carried out with horizontal mooring system by spring in SSMB (Samsung Ship Model Basin). It is conjectured that this large pitch response is caused by 2nd nonlinearity of the wave and/or parametric pitch phenomena. To verify the mooring load and improve the 2nd order pitch motion, model tests were carried out in SSMB and offshore basin of MOERI (Maritime & Ocean Engineering Research Institute) with two kinds of bilge box. This paper describes the nonlinear effect of 2nd order for pitch motion of a circular cylinder shaped FPSO based on model test and numerical simulation. As a result, S-Line developed by Samsung was also verified being able to use SCR (Steel Catenary Riser) due to its improved heave motion performance.

Author(s):  
B. W. Kim ◽  
D. C. Hong ◽  
S. Y. Hong ◽  
J. H. Kyoung ◽  
S. K. Cho ◽  
...  

This paper investigates wave loads of a flooded ship by model test. Model tests are performed in ocean engineering basin of MOERI (Maritime and Ocean Engineering Research Institute). Ship motions are measured by RODYM6D. Wave loads such as shear forces, bending moments and torsion moments are measured by ATI load cell mounted on segmented parts of the ship model. A 300 m-long barge ship with two flooded compartments is considered in model test. Responses of intact and flooded cases are compared. The test results are also compared with numerical analyses using boundary element method.


Author(s):  
Chan K. Yang ◽  
John Murray ◽  
Hanseong Lee ◽  
Myoungkeun Choi ◽  
Cheng-Yo Chen ◽  
...  

This paper presents a Truss Semisubmersible (Truss Semi) design optimized to meet the post-Katrina Gulf of Mexico (GoM) environment criteria, with global performance correlated in 1:50 scale model tests in a wave basin. A conventional semisubmersible with a ring pontoon is facilitated with heave plates supported by the truss structure to increase heave natural period. The size of the semisubmersible hull and the configuration of the heave plates are optimized through frequency domain analysis to minimize the vertical motion enough to allow the dry trees to accommodate top tensioned production risers. The system includes eight production top tension risers (TTRs) connected to the production deck and a single drilling riser connected to the drilling deck. All of the TTRs are connected through the hydro-pneumatic tensioner system. One gas export and one oil export steel catenary riser (SCR) export the oil and gas to the storage facility. Structures designed for this deepwater area (4,300 ft) of the central Gulf of Mexico (GoM) must be designed to meet newly proposed environmental criteria [1]. The optimized Truss Semi was tested in the Offshore Technology Research Center (OTRC) model basin, to confirm the global performance, such as motion, air gap and loads on the heave plates. The numerical predictions correlate well with the model test results.


Author(s):  
Gudmund Kleiven

The Empirical Orthogonal Functions (EOF) technique has widely being used by oceanographers and meteorologists, while the Singular Value Decomposition (SVD being a related technique is frequently used in the statistics community. Another related technique called Principal Component Analysis (PCA) is observed being used for instance in pattern recognition. The predominant applications of these techniques are data compression of multivariate data sets which also facilitates subsequent statistical analysis of such data sets. Within Ocean Engineering the EOF technique is not yet widely in use, although there are several areas where multivariate data sets occur and where the EOF technique could represent a supplementary analysis technique. Examples are oceanographic data, in particular current data. Furthermore data sets of model- or full-scale data of loads and responses of slender bodies, such as pipelines and risers are relevant examples. One attractive property of the EOF technique is that it does not require any a priori information on the physical system by which the data is generated. In the present paper a description of the EOF technique is given. Thereafter an example on use of the EOF technique is presented. The example is analysis of response data from a model test of a pipeline in a long free span exposed to current. The model test program was carried out in order to identify the occurrence of multi-mode vibrations and vibration mode amplitudes. In the present example the EOF technique demonstrates the capability of identifying predominant vibration modes of inline as well as cross-flow vibrations. Vibration mode shapes together with mode amplitudes and frequencies are also estimated. Although the present example is not sufficient for concluding on the applicability of the EOF technique on a general basis, the results of the present example demonstrate some of the potential of the technique.


2021 ◽  
Author(s):  
Arjen Koop ◽  
Pierre Crepier ◽  
Sebastien Loubeyre ◽  
Corentin Dobral ◽  
Kai Yu ◽  
...  

Abstract Estimates for roll damping are important input parameters for simulation studies on vessels operating at sea, e.g. FPSO mooring in waves, wind and current, workability and operability investigations, Dynamic Position studies, ship-to-ship operations and safety studies of vessels. To accurately predict the motions of vessels this quantity should be determined with confidence in the values. Traditionally, model experiments in water basins using so-called decay tests are carried out to determine the roll damping. With recent advancements in CFD modelling, the offshore industry has started using CFD as an alternative tool to compute the roll damping of FPSO’s. In order to help adopt CFD as a widely accepted tool, there is a need to develop confidence in CFD predictions. Therefore, a practical CFD modelling practice is developed within the Reproducible CFD JIP for roll decay CFD simulations. The Modelling Practice describes the geometry modelling, computational mesh, model set-up and post-processing for these type of CFD calculations. This modelling practice is verified and validated by three independent verifiers against available model test data. This paper provides an overview of the developed modelling practice and the calculated CFD results from the verifiers. The CFD modelling practice is benchmarked against available model test results for a tanker-shaped FPSO. By following this modelling practice, the CFD predictions for the equivalent linear damping coefficient and natural period of the roll motions are within 10% for all verifiers and within 10% from the model test results. Therefore, we conclude that when following the developed modelling practice for roll decay simulations, reliable, accurate and reproducible results can be obtained for the roll damping of tanker-shaped FPSOs.


2019 ◽  
Vol 26 (4) ◽  
pp. 80-89
Author(s):  
Marcin Życzkowski ◽  
Joanna Szłapczyńska ◽  
Rafał Szłapczyński

Abstract Weather data is nowadays used in a variety of navigational and ocean engineering research problems: from the obvious ones like voyage planning and routing of sea-going vessels, through the analysis of stability-related phenomena, to detailed modelling of ships’ manoeuvrability for collision avoidance purposes. Apart from that, weather forecasts are essential for passenger cruises and fishing vessels that want to avoid the risk associated with severe hydro-meteorological conditions. Currently, there is a wide array of services that offer weather predictions. These services include the original sources – services that make use of their own infrastructure and research models – as well as those that further postprocess the data obtained from the original sources. The existing services also differ in their update frequency, area coverage, geographical resolution, natural phenomena taken into account and finally – output file formats. In the course of the ROUTING project, primarily addressing ship weather routing accounting for changeable weather conditions, the necessity arose to prepare a report on the state-of-the-art in numerical weather prediction (NWP) modelling. Based on the report, this paper offers a thorough review of the existing weather services and detailed information on how to access the data offered by these services. While this review has been done with transoceanic ship routing in mind, hopefully it will also be useful for a number of other applications, including the already mentioned collision avoidance solutions.


Author(s):  
Johyun Kyoung ◽  
Chan-Kyu Yang ◽  
Kostas Lambrakos ◽  
Jim O’Sullivan

The global hull motion performance of the HVS semisubmersible for dry tree application is investigated with model tests. The HVS semisubmersible, which has been validated for low heave motion and VIM (Vortex Induced Motion) response, was modified for dry tree application. As a base case, the modification includes a keel plate with riser keel guides at the level of the pontoons. The keel plate is optimally designed to increase the hull heave period to compensate for the heave period reduction in the HVS semisubmersible due to the riser tensioners for the dry tree application. The plate also provides additional viscous damping that decreases the heave response at the heave natural period. The model tests were performed to investigate the in-place hull motion performance for the Gulf of Mexico environmental conditions. The pneumatic riser tensioners were modeled using a spring with dual stiffness. Because of the water depth limit in the wave basin, a truncated mooring was used to simulate the full scale prototype mooring system. An alternate modification to the HVS semisubmersible that includes pontoon plates was also tested and the measured response was compared to the response of the base case. The measured hull responses were correlated with MLTSIM, a Technip in-house nonlinear time-domain 6-DOF motion analysis program.


1973 ◽  
Vol 13 (01) ◽  
pp. 48-56
Author(s):  
Emilio C. Garcia

Abstract The performance of offshore work from floating platforms dictates the desirability of "Minimum platforms dictates the desirability of "Minimum motions". One of the most troublesome motions, especially in the case of ship-shape or barge-shape platforms, is the roll motion because of the large platforms, is the roll motion because of the large amplitude and relatively large acceleration forces that could arise from such motion. Different devices have been employed to minimize The roll motion of ships bilge keels, gyroscopic stabilizers, solid moss transfer, stabilizing fins, U-tanks, flume tanks, active ballast transfer tanks, etc. The systems utilizing fins are effective only when the ship is under way and are not suitable for zero-speed offshore operations. The barge keels are generally very effective in damping the roll motions, and they prevent the angle of roll from becoming too large, but their reduction of the roll is limited to angles that are too great for the satisfactory performance of offshore operations, i.e., oil drilling. performance of offshore operations, i.e., oil drilling. The gyroscopic stabilizers generally are not used because of their high cost and complexity. The U-tanks, flume tanks, and active stabilizing tanks work by transferring ballast horizontally and by creating a stabilizing moment out of phase with the exciting force. This paper details use of the detuning tank. This system is different from others in the sense that it does not try to compensate the action of the forces imparted by the sea to the floating body with properly phased compensating forces, but tries to properly phased compensating forces, but tries to prevent the sea from imparting the forces to the prevent the sea from imparting the forces to the body. The effectiveness of the detuning tanks bas been experimentally verified in model basin motion tests and studies. Introduction Safety at sea is the first consideration of marine designers. Ships of conventional form or floating platforms for offshore operations must, under all platforms for offshore operations must, under all expected circumstances, float and be stable-hence, the application of suitable criteria for stability is one of the cornerstones of naval architectural design. The ability to maintain stability under design weather conditions, even after sustaining a certain amount of damage, has dictated maximum allowable heights of the center of gravity (KG) or minimum metacentric heights (GM). This limitation is certainly necessary in order to meet the demands of safety, but it is necessary only during certain extreme weather conditions or after flooding caused by damage. But this occurs, if it ever does, only during a very small percentage of the life of the ship, and to be prepared for this eventuality we may be forced to select some "safe parameter", like minimum GM, that may affect the parameter", like minimum GM, that may affect the motion performance of the ship during the major part of her useful working life. part of her useful working life. The motion performance may be of certain importance for ships engaged in ocean trade from the standpoint of crew comfort and the ability to maintain sea speed both of which have a certain economic value. But ships and platforms that are engaged An offshore work are more vitally affected by the motion performance, and their very effectiveness as offshore tools depends on how many days of the year they can perform their functions and the weather conditions that would force operations to be suspended. Roll motions have been one of the reasons for discontinuing offshore operations for ship-shape and barge-shape platforms not only because the amplitude of the motions but because of the high acceleration forces in the work area that can be originated by relative small amplitudes at short motion periods. The inclination due to wave action appears to be composed of two periodic functions, the period of one being the wave period T and the other period of one being the wave period T and the other the natural rolling period of the ship T . Rolling in still water is a free oscillation and the ship will roll in its own natural period. Among waves, the impulses producing the roll are periodic and tend to set up a forced oscillation of the ship in the period of the wave. If waves of constant period act for a sufficient time upon the ship, it will roll in the period of the waves, but if the period of the waves period of the waves, but if the period of the waves is not constant, the ship roll will not follow exactly that of the waves because of the tendency of the ship to revert to roll in its own natural period. SPEJ P. 48


1979 ◽  
Vol 19 (01) ◽  
pp. 29-36 ◽  
Author(s):  
Turgut Sarpkaya

Sarpkaya, Turgut, Naval Postgraduate School, Monterey, Ca. Abstract The evolution of forces acting on horizontal cylinders subjected to impact by a sinusoidally oscillating free surface was investigated both theoretically and experimentally. The experiments were conducted in a large U-shaped tunnel, with cylinders 3 to 8 in. (76 to 203 mm) in diameter. The results are expressed in terms of three force coefficients:the general slamming coefficient that expresses the normalized force acting on the cylinder at any time after the impact.the normalized impact force at the initial instants of slamming, andthe maximum drag coefficient that occurs when the cylinder is immersed in water about 1.8 diameters. The slamming-force coefficient was found to equal 3.2. Also, the force experienced by the cylinder cannot be considered in dependently of the dynamic response of that cylinder. In fact, the slamming-force coefficient may be amplified to a value as high as 6.3 through the dynamic response of the cylinder and its supports. Introduction Information about the forces acting on bluff bodies subjected to wave slamming is of significant importance in ocean engineering and naval architecture. The design of structures that must survive in a wave environment depends on a knowledge of the forces that occur at impact, as well as on the dynamic response of the system. Two typical examples include the structural members of offshore drilling platforms at the splash zone and the often encountered slamming of ships.The general problem of hydrodynamic impact has been studied extensively, motivated in part by its importance in ordnance and missile technology. Extensive mathematical models have been developed for cases of simple geometry, such as spheres and wedges. These models have been well supported by experiment. Unfortunately, the special case of wave impact has not been studied extensively. Kaplan and Silbert developed a solution for the forces acting on a cylinder from the instant of impact to full immersion. Dalton and Nash conducted slamming experiments with a 0.5-in. (12.7-mm) diameter cylinder and small amplitude waves created in a laboratory tank. Their data exhibited large scatter and showed no particular correlation with either the predictions of the hydrodynamic theory or identifiable wave parameters. Miller presented the results of a series of wave-tank experiments to establish the magnitude of the wave-force slamming coefficient for a horizontal circular cylinder. He found an average slamming coefficient of 3.6 for those trials in which slamming was dominant.Evaluating slamming effects with wavy flows is extremely difficult partly because of the limited range of wave amplitudes that can be achieved and partly because of the difficulty of measuring the partly because of the difficulty of measuring the fluid velocities at the instant of impact.Faltinsen et al. investigated the load acting on rigid horizontal circular cylinders (with end plates and length-to-diameter ratios of about 1) that were forced with constant velocity through an initially calm free surface. They found that the slamming coefficient ranged from 4.1 to 6.4. They also conducted experiments with flexible horizontal cylinders and found that the analytically predicted values were always lower (50 to 90%) than those found experimentally.This investigation was undertaken (1) to examine the existing theoretical models for determining wave slam forces on circular cylinders; (2) to furnish data, obtained under controlled laboratory conditions, about forces acting on circular cylinders subjected to impact with a sinusoidally oscillating water surface; (3) to determine the relative importance of the inertia- and drag-dominated forces during fluid impact; and (4) to correlate these data for identifiable wave parameters such as the Froude number (NFr); the Keulegan-Carpenter number (NK); and the Reynolds number (NRe).This investigation does not deal with the relatively more complex impact situations arising from the slamming of random ocean waves on the members of offshore structures. SPEJ p. 29


Author(s):  
Celso K. Morooka ◽  
Raphael I. Tsukada ◽  
Sergio da Silva ◽  
Ricardo Franciss ◽  
Cyntia G. C. Matt

The objective of the present work is the study of the dynamic behavior of steel catenary risers (SCRs), focusing on the contribution of vortex-induced vibration (VIV), through model test in a towing tank. Nowadays, a great deal of effort is being spent in order to better understand VIV’s contribution in the dynamics of riser structures through experiments, analytical analysis and numerical predictions. In the present work, the design of a SCR model test, along with its setup in a towing tank, will be described in detail and discussions of main results from the experiments will be presented. The experiment has been conducted under several simulated environmental condition combinations, varying the towing speed, riser top forced oscillation amplitudes, waves amplitudes and periods. Very promising results have been observed from the experiment. Riser oscillations due to high harmonics of vortex shedding were observed. Analysis of the experimental results, coupled with the support of numerical tools, showed the influence of the phenomena of traveling waves in the cross-flow response as is reported from the literature.


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