Steel Catenary Riser Design and Analysis for Petrobras Roncador Field Development

Author(s):  
E.C. Gonzalez ◽  
M.M. Mourelle ◽  
J. Mauricio ◽  
T.G. Lima ◽  
C.C. Moreira
Author(s):  
Feng Wang ◽  
Roger Burke ◽  
Anil Sablok ◽  
Kristoffer H. Aronsen ◽  
Oddgeir Dalane

Strength performance of a steel catenary riser tied back to a Spar is presented based on long term and short term analysis methodologies. The focus of the study is on response in the riser touch down zone, which is found to be the critical region based on short term analysis results. Short term riser response in design storms is computed based on multiple realizations of computed vessel motions with various return periods. Long term riser response is based on vessel motions for a set of 45,000 sea states, each lasting three hours. The metocean criteria for each sea state is computed based on fifty six years of hindcast wind and wave data. A randomly selected current profile is used in the long term riser analysis for each sea state. Weibull fitting is used to compute the extreme riser response from the response of the 45,000 sea states. Long term analysis results in the touch down zone, including maximum bending moment, minimum effective tension, and maximum utilization using DNV-OS-F201, are compared against those from the short term analysis. The comparison indicates that the short term analysis methodology normally followed in riser design is conservative compared to the more accurate, but computationally more expensive, long term analysis methods. The study also investigates the important role that current plays in the strength performance of the riser in the touch down zone.


2008 ◽  
Author(s):  
Marcos Vinicius Rodrigues ◽  
Vigleik L. Hansen ◽  
Rodrigo Almeida Bahiense ◽  
Celso Velasco Raposo

Author(s):  
Songcheng Li ◽  
Lee Tran ◽  
Prahlad Enuganti ◽  
Mike Campbell ◽  
Yiannis Constantinides

One of the primary goals of riser monitoring is to build a database of measured riser behavior during different environmental conditions and compare against design predictions during each period. A comprehensive database of field measured riser response provides not only a dataset to benchmark riser performance but enables the calibration of design parameters for future risers. The calibrated set of design parameters would feedback to establish a more representative riser design process and provide greater confidence during future riser designs. The following paper establishes a methodology to benchmark riser behavior against software predictions with applications specific to a steel catenary riser (SCR) suspended from a spar platform. Aspects and challenges dealing with processing of inclined sensors to derive global motions and operational effects are discussed and addressed. A demonstration of the methodology is presented using field measurements from a Gulf of Mexico deepwater SCR under storm conditions. The riser behavior of interest for this study is specifically the touchdown motions and stress but additional comparisons are made along the entire riser length.


2020 ◽  
Author(s):  
Subrata Bhowmik ◽  
Harit Naik ◽  
Gautier Noiray

Author(s):  
Yiannis Constantinides ◽  
Lee Tran ◽  
Prahlad Enuganti ◽  
Mike Campbell

The existing riser design and analysis methodologies rely on empirically derived parameters to conservatively represent the complex dynamic behavior. With exploration moving to deeper water and the increasing need of existing asset support, there is a strong need to evaluate and refine these methodologies. This is especially true for Steel Catenary Risers (SCR) as they are the most widely used riser type and due to their complex soil-pipe interaction at the touchdown point. Given the small amount of small scale experiments that have been performed in the past, there is a strong industry need for large scale field measurements. This paper presents valuable field data collected from a deepwater SCR under storm conditions. The presented data includes riser accelerations and strains compared against vessel motions. The measured SCR response is also analyzed and qualitatively compared against the current understanding of SCR response that constitutes the industry analysis methodologies.


Author(s):  
Rupak Ghosh ◽  
Carlo Pellegrini ◽  
Tyler J. Visco

Abstract This paper presents an innovative design of Lazy Wave Steel Catenary Riser (LWSCR) associated with a major deepwater development in a new frontier and in very high current. The conventional LWSCR design with distributed buoyancy is not found acceptable considering fatigue design acceptance criteria in mild sour environment. The major design requirement is to meet acceptable design life of 20-yrs considering significant damage accumulated due to Vortex-induced-vibration (VIV) and motion fatigue. Further, other development basis including flow assurance requirements and reservoir souring are critical requirements for the design of the riser system. The paper presents a very useful insight in how several qualified technologies can be leveraged to result in a workable riser design in a very aggressive execution schedule. The results from the analyses of a production LWSCR are presented in the paper.


2001 ◽  
Vol 123 (4) ◽  
pp. 153-158 ◽  
Author(s):  
Basim B. Mekha

The steel catenary riser (SCR) concept has recently been used in almost every new deepwater field development around the world. Shell pioneered the implementation of the SCR concept in 1994 on its Auger tension leg platform (TLP) in 872 m (2860 ft) water depth. Since then, SCRs have been vital to deepwater field developments. Their use has given a new dimension to oil exploration and transportation in water depths where other riser concepts could not tolerate the environmental loads or would have become very costly. SCR designs are very sensitive to floating support platform or vessel motion characteristics to which they are typically attached. In addition to pipe stresses, the main design issue for the SCR concept is fatigue related. There are two main sources for fatigue: random wave fatigue and vortex-induced vibration (VIV) fatigue. The former is due to wave action and the associated platform motion characteristics. The VIV fatigue is mainly due to current conditions. Fracture mechanics assessment is also an essential issue that must be addressed in the design of SCRs. This paper presents a brief history in the use and development of SCRs since the first project implementation on Auger TLP in 1994. The paper also summarizes major steps that must be considered in the design of SCRs and how to explain their behavior in different water depths and environmental conditions. Existing design boundaries for SCRs are discussed with emphasis on the capabilities of new technologies that enable engineers to go beyond these boundaries. Projects with unique SCR features and their implementation are compiled and presented.


Author(s):  
Metin Karayaka ◽  
Wolfgang Ruf ◽  
Shreenaath Natarajan

Steel Catenary Risers (SCR) are critical dynamic structures with a complex fatigue response. The offshore industry lacks verification of analytical models with full-scale response measurements. Only a small number of installed SCRs have any instrumentation to monitor dynamic response. This paper describes an on-line monitoring system deployed on one of the Tahiti infield (production) SCRs. Tahiti is a Truss Spar Floater located in 4,000 ft water depth in the Gulf of Mexico. The system is configured with localized strain and motion measurement devices. Emphasis is placed on the selection of number and location of the monitoring devices to characterize vessel induced riser response, VIV induced riser response, riser-seabed interface, and discontinuities at the riser hang-off locations. Monitoring device sensitivity requirements and qualification programs are also discussed. The monitoring system configuration drivers are reviewed in detail such as; monitoring objectives, instrumentation requirements, specification and architecture, field development integration, and installation. Information provided in this paper would be helpful for configuration of complex monitoring systems for deepwater steel catenary rises.


2021 ◽  
Author(s):  
Ansel Orr ◽  
Steve Olmos ◽  
Dan Cheek ◽  
Mike Coyne ◽  
Nagu Tatineni ◽  
...  

Abstract A major pipeline company was tasked with decommissioning the Morpeth tension leg platform (TLP) in the Gulf of Mexico (GoM) and needed to abandon a 22-year-old, 8-in gas export steel catenary riser (SCR). The conventional approach to decommissioning an SCR is to mobilize a topside winch package, which sometimes requires the removal of platform equipment. The next step is to carry out structural engineering checks on the platform, determine the wire's various drop point routes through the platform, and provide the engineering analysis necessary to handshake the load from the winch to a heavy lift vessel for abandonment. This was the original plan for the Morpeth TLP SCR decommissioning program. Instead of employing this traditional approach to remove the riser using a topside winch package and heavy lift vessel, the pipeline owner requested an alternative method that had been used previously for an international operator. This novel method employed ROVs and divers to install a series of clamps to grip and secure the riser prior to cutting and used a Multiservice Vessel (MSV) to manage the disconnected riser for abandonment on the seafloor. The appeal of this integrated solution is that it does not interfere with the platform's topside operations or equipment layout and can provide potential cost savings. This methodology was used for the first time in the GoM to remove a riser to make space for a new one to be installed. For this installation, a clamp was designed by the operator to sit on the J-lay collar and to support the weight of the riser being removed. The project was modeled in OrcaFlex to determine safety requirements and the service company carried out the riser removal. Following adaptations to accommodate the differences presented by the Morpeth TLP SCR, a similar approach was used in the SCR decommissioning project, with the service company's engineering team designing a combination of a friction and through-pin box clamp, determining their placement, mapping out the role of divers, and defining the necessary vessel movements for each phase of the operation. Following an initial survey to determine the profile of the SCR, the service company created an OrcaFlex model and decommissioning plan that would allow the vessel to safely execute the program. The model allowed the team to incorporate safety factors to ensure that the load of the riser could be managed and that the riser could be handled without jeopardizing the safety of the vessel or creating riser clashing during the process of cutting and swinging the riser away from the TLP. It was determined that a winch wire could be cantilevered off the stern of the vessel to provide overhead access to the riser and clamp connection point. With the clamps properly connected, the riser was severed in a controlled manner by ROVs and then abandoned within the right-of-way (along the pre-approved area) of the pipeline prior to the ends being plugged and covered. In comparing the actual dynamic loads monitored during the operation with a line rider, it was confirmed that the model was within 5% of the expected loads, estimated at 54 metric tons. This paper explains how an unconventional method of SCR decommissioning allowed execution entirely from the MSV without impeding the operator's decommissioning schedule or conflicting with the work of other contractors on the platform to provide substantial cost savings. The solution also can be used to replace existing risers, whether the useful life of the platform exceeds the useful life of the riser and/or in the case where new field development requires a new tie-in. Other deepwater, vessel-based decommissioning solutions include the abandonment and/or recovery of flushed umbilicals and potentially the abandonment of flexible catenary risers. Following successful execution of the SCR decommissioning project, the pipeline company requested a FEED for using this integrated decommissioning solution for additional offshore assets. It was also requested that the clamp design be ROV installable. The study is for a three-year program to abandon five export SCRs on multiple TLPs in the GoM with loads upwards of 350 metric tons. The abandonment method to be employed for the upcoming SCR decommissioning program is the same as the one described in this paper, with execution from a single, standalone MSV.


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