Interaction Between Flexible Risers and Mooring Lines within a Floating Production System

1990 ◽  
Author(s):  
Paul Anthony Brown ◽  
Ian Larsen ◽  
Ramesh Chandwani ◽  
Evandro Rossi Dasambiagio
1988 ◽  
Vol 110 (3) ◽  
pp. 197-204 ◽  
Author(s):  
J. F. McNamara ◽  
P. J. O’Brien ◽  
S. G. Gilroy

A method is developed for the static and dynamic analysis of flexible risers and pipelines in the offshore environment under conditions of arbitrarily large motions due to wave loading and vessel movements. A mixed finite element formulation is adopted where the axial force is independently interpolated and only combined with the corresponding axial displacements via a Lagrangian constraint. An advantage of the resulting hybrid beam element is that it may be applied to offshore components varying from mooring lines or cables to pipelines with finite bending stiffnesses. Results are presented for the motions and forces on a flexible riser connecting a tanker to a subsea tower and also on a combined flexible riser and subsea support buoy structure which is part of a floating offshore production system.


Author(s):  
Carlos Alberto Duarte de Lemos ◽  
Murilo Augusto Vaz

The intensive use of FPSOs in Campos Basin, offshore Brazil, has demanded more attention on the fatigue design of flexible risers. Field experience and a new set of environmental data collected in the last years have shown a large number of swell waves reaching the floating units in quartering and beam seas, which has amplified the motions at the risers’ top connections. Hence, it is necessary to evaluate the occurrence probability of wave heading direction relative to the vessel, especially for beam seas, but also noting the probability increase of quartering seas considering the existence of bi-modal and bi-directional wave spectra. The simultaneous environmental conditions — wind, current and bi-directional waves (sea and swell) — registered in Campos Basin, were condensed in a few hundreds environmental conditions to enable its utilization on a simulation program, where the FPSO, mooring lines and risers were modeled to obtain the mean heading and offsets. This new set of FPSO headings were then used to define a new proposal of load conditions to evaluate the fatigue life of flexible risers. This new procedure was then applied to a case study for the FPSO P-33 employing the tools available at PETROBRAS research center. The results have confirmed the importance of beam and quarter seas, which respectively cause heavy roll and vertical motions at the turret and then, affecting the fatigue of the risers.


Author(s):  
Y. Ding ◽  
R. B. Gilbert ◽  
Basil Theckum Purath ◽  
S. Dangyach ◽  
J. Zhang ◽  
...  

Mooring systems for floating production systems, including the mooring lines and anchors, are currently designed on the basis of individual components. The most heavily loaded line and anchor are checked under extreme loading conditions with the system of lines intact and with one line removed. However, the performance of the floating production system depends more directly on the performance of the system of lines and anchors rather than on the performance of a single line or anchor. The on-going study conducts the reliability analyses using realistic probabilistic descriptions of the extreme met-ocean conditions (hurricanes and loop currents) for the Gulf of Mexico. Presented in this paper is the methodology of calculating the probabilities of failure of a classical Spar during a 20-year design life for individual components.


Author(s):  
Carlos Alberto Duarte de Lemos ◽  
Murilo Augusto Vaz ◽  
Marcos Queija de Siqueira

The fatigue calculation methodology applied to flexible risers connected to FPSOs, offshore Brazil, is based on a simplified procedure considering a deterministic regular wave approach and a wave heading distribution supported by past operational experience with semi-submersible platforms. However the utilization of deterministic waves approach does not necessarites guarantee the consideration of the worst sea conditions, and the weathervaning capability of those systems are usually not accounted for when non-collinear wave, wind and current are present. A new procedure is being evaluated considering an integrated model for ship, mooring lines and risers to define the distribution of ship headings for fatigue analysis using an irregular bi-directional sea approach. The impact on a flexible riser’s fatigue life will be evaluated when a new ship heading distribution with irregular bi-directional spectrum is presented for the case of a FPSO with bow turret in operation at the Marlin Field offshore Campos Basin.


Author(s):  
Felipe de Arau´jo Castro ◽  
Carlos Magluta ◽  
Gilberto Bruno Ellwanger

In the Campos Basin, offshore Brazil, catenary flexible risers are extensively used in marine production systems. One of the most important design phases of these systems is the riser extreme top load analysis, which provides results for riser and accessory designs as well as input for structural analysis of platform supports. In addition to the riser’s characteristics (weight, diameter, structural damping, axial and bending stiffness), riser top loads depend on several other factors, such as platform static and dynamic behavior, including the collective effect of lines (mooring lines and risers) drag and damping, platform motion, connection support position and environmental loading cases. This study is based on the results from a model test and numerical analysis of a typical turret moored FPSO system, with catenary risers and mooring lines. This test was programmed to evaluate the consequence of each of the above mentioned parameters on flexible riser top loads. Model tests were performed in the MARIM (Maritime research Institute Netherlands) wave tank to represent the offshore system in 850 meter water depth and included loading case tests combining wind, waves and current in different relative directions (collinear, crossed and transversal). The analysis of the model tests results indicated significant variations in the platform behavior, when the drag and damping generated by the risers and mooring lines were taken into account. Additional analyses were performed, based on numerical simulations of the top load variations (axial, shear tension and moment), induced by movement changes (added drag and damping caused by risers and mooring lines) and to evaluate the influence of vessel heading on top load results.


2021 ◽  
Author(s):  
Gabriel Rodrigues Cabral ◽  
Helvio Ferreira da Silva ◽  
Anderson Takehiro Oshiro ◽  
Leandro Cerqueira Trovoado ◽  
Thierry Hernalsteens ◽  
...  

Abstract Buzios field development has the potential to implement several production systems due to large reservoir volumes. Considering the oil specification, the drive to use standard solutions already in place in Pre-salt area, associated with the high production indexes of the wells, Petrobras decided to tie back all production wells in satellite configuration. These facts, together with geological hazards in the area, lead to a potentially congested seabed scenario. Hence, FPU positioning has been challenging and demanding innovative engineering solutions to optimize FPU mooring as to overcome these challenges and enable FPU positioning close to wells. This optimization gave birth to new issues, such as risk of clashing between mooring lines and lazy-wave flexible risers. Integrated riser and mooring lines dynamic analysis, together with subsea layout assessment were performed to ensure technical and economic feasibility. Furthermore, due to the Buzios reservoir, well design requirements and subsea layout specificities, all FPU were located on the edge of the reservoir and flexible risers were tied back mainly from only one board of each FPU. Hence, enhancing clearance between bow and stern mooring clusters and the optimization of the risers’ configuration were of paramount importance for enabling most of the risers’ connections on the desirable board. FPU mooring optimization led to up to 30% of mooring lines’ radius reduction (horizontal projection), and an average of up to 500m per flowline reduction, saving CAPEX, OPEX and increasing the return on investment.


2021 ◽  
Vol 73 (05) ◽  
pp. 45-46
Author(s):  
Chris Carpenter

This article, written by JPT Technology Editor Chris Carpenter, contains highlights of paper OTC 30397, “Deepwater Flowlines and Risers Decommissioning,” by Azam Syah Jaafar, Ahmad Taqiyuddin Obaidellah, and Khairul Anuar Karim, Petronas, prepared for the 2020 Offshore Technology Conference Asia, originally scheduled to be held in Kuala Lumpur, 2–6 November. The paper has not been peer reviewed. Copyright 2020 Offshore Technology Conference. Reproduced by permission. The complete paper reviews an operator’s deepwater field project offshore Mauritania, for which several techniques were considered with respect to decommissioning a subsea pipeline system at water depths of 700 to 960 m. Options included preservation for potential future use, leaving in situ, and full recovery. The paper covers only the operator’s deepwater subsea flowline and riser decommissioning experiences and reviews activities from planning and concept to operational activities such as pigging, flushing, cleaning, disconnection, and retrieval. Case Study The operator’s deepwater field is 80 km from the Mauritanian coastline. It has been in production since 2006 but has become uneconomical. The operator decided to cease production and subsequently conducted a field abandonment and decommissioning (A&D) study. The field was developed using subsea wells, manifolds, umbilicals, flexible flowlines, and flexible risers tied back to a permanently moored floating production, storage, and offloading (FPSO) vessel at a depth of approximately 800 m. The FPSO was moored by an external turret connected to three clusters of mooring lines attached to piles in the seabed. All subsea wells were connected to the FPSO by five flexible pipeline systems (including dynamic flexible risers) and one umbilical system. All flexible pipeline systems were meant for the transportation of production fluids, water injection, gas injection, and gas-lift services. Because the FPSO is a turret-moored type, in which the turret is externally positioned at the FPSO’s bow, all flexible risers were designed to decouple the load and motion at hangoff from touch-down point with a lazy-wave configuration. The lazy-wave configuration was obtained by clamping sets of buoyancy modules on the risers. The execution of abandonment and decommissioning work has been divided into two main scopes: restoration of well integrity by installation of deep and shallow set plugs and FPSO disconnection and demobilization, which covers subsea facilities, risers, umbilical and flowline flushing and cleaning, topside process plant flushing and cleaning, pipeline systems and mooring-lines disconnection and retrieval, and FPSO sailaway. A plan for disposal of all resulting waste also was incorporated. Guidelines, Rules, and Regulations No universal statutory requirement, standard, or recommended practice existed to fully address pipeline decommissioning. Nevertheless, countries with more-established offshore industries (e.g., Norway, United Kingdom, US) have developed local legislation and practices that have been implemented in these respective jurisdictions.


ICTIS 2013 ◽  
2013 ◽  
Author(s):  
Shengli Li ◽  
Zhengwei He ◽  
Jia Shi ◽  
Youqin Zheng ◽  
Xiaoqiao Geng ◽  
...  

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