Increasing the Cost Effectiveness of Mechanically Lined Pipe for Risers Installed by Reel-Lay

2021 ◽  
Author(s):  
Richard Lloyd Jones ◽  
Gregory Toguyeni ◽  
James Hymers ◽  
Peter Tanscheit ◽  
Nelson Bittar Romeu ◽  
...  

Abstract The use of mechanically lined pipe (MLP) using a thin liner, i.e. 2.5mm, can provide a more cost effective linepipe material solution relative to a standard 3.0mm liner. This is especially the case for the more expensive liner materials with higher corrosion resistance, including Alloy 625. Thin liners, i.e. 2.5mm, can be used without compromising pipeline integrity and performance, whilst still fulfilling design requirements defined in most pipeline design standards, including DNVGL-ST-F101. The suitability of 2.5mm liner MLP has previously been demonstrated in service over a range of pipeline bundle projects installed with the controlled depth tow method, but not to date for risers installed by reel-lay. This paper presents the details and test results of the qualification programme to support its use for both flowlines and risers installed by reel-lay. The qualification MLP test pipes, which comprised an outer diameter (OD) 219.1mm × wall thickness (WT) 15.9mm X65 + 2.5mm Alloy 625, were manufactured using established manufacturing procedures and facilities. Reeling and fatigue test strings were fabricated using qualified welding solutions. The fabricated test strings were subject to internal visual inspection and dimensional measurement using laser metrology in order to provide a benchmark for comparison post reeling. The test strings were given a simulated reeling procedure using bending and straightening formers representative of a reel-lay vessel with the smallest reel hub diameter, this being a conservative material straining condition. An internal pressurisation technique, as per standard installation practice for the present pipe lay contractor for MLP, was applied during the simulated reeling procedure. Post reeling the internal laser metrology inspection procedure was repeated in order to confirm the integrity of the liner and to check for the presence of any evidence of liner wrinkling or damage. Subsequently, full scale fatigue testing was performed using the high frequency resonance bending procedure. Testing was performed to ultimate failure to determine the fatigue endurance limit of the thin liner MLP. Additionally Finite Element Analysis (FEA) was performed to further validate the satisfactory reeling performance of the thin liner MLP. The FE numerical analysis embraced manufacture of the MLP pipe and test samples coupled with the reeling procedure. Sensitivity analysis on pipe strength and geometrical mismatch was performed to demonstrate the robustness of the linepipe material solution and reeling procedure. All of the critical qualification activities were performed and verified by DNVGL and in accordance with the guidance of DNVGL-RP-A203 Technology Qualification process. The paper highlights the qualification programme performed to enable the cost effective use of thin liner MLP, specifically Alloy 625, for risers installed by reel-lay.

2013 ◽  
Vol 479-480 ◽  
pp. 524-529
Author(s):  
C.T. Pan ◽  
F.T. Hsu ◽  
C.C. Nien ◽  
Z.H. Liu ◽  
Y.J. Chen ◽  
...  

Small and efficient energy harvesters, as a renewable power supply, draw lots of attention in the last few years. This paper presents a planar rotary electromagnetic generator with copper coils fabricated by using printed circuit board (PCB) as inductance and Nd-Fe-B magnets as magnetic element. Coils are fabricated on PCB, which is presumably cost-effective and promising methods. 28-pole Nd-Fe-B magnets with outer diameter of 50 mm and thickness of 2 mm was sintered and magnetized, which can provide magnetic field of 1.44 Tesla. This harvester consists of planar multilayer with multi-pole coils and multi-pole permanent magnet, and the volume of this harvester is about 50x50x2.5 mm3. Finite element analysis is used to design energy harvesting system, and simulation model of the energy harvester is established. In order to verify the simulation, experiment data are compared with simulation result. The PCB energy harvester prototype can generate induced voltage 0.61 V and 13.29mW output power at rotary speed of 4,000 rpm.


2020 ◽  
Vol 98 (Supplement_3) ◽  
pp. 11-12
Author(s):  
Adam L Shreck

Abstract The use of soil-surfaced pens with limited over-head or enclosed structures have declined in popularity in the Midwest over the last few decades. Various facility types that utilize complete or partial concrete flooring and side walls have increased in popularity. These changes are driven by 1) readily observable impacts that precipitation and pen conditions have on cattle performance and cost of gain and 2) continual pressure to be compliant with environmental regulations. Cost of indoor cattle feeding facilities can easily approach 2-4x the cost of soil-surfaced pens but for many, such pens are not an option. Management of production and animal health varies within these facilities and likely interacts with cattle types and their associated mortality risk. Direct animal health and performance comparisons among facility types are incredibly difficult to perform due to the multiple confounders (diet, risk, cattle type) that usually exist. Morbidity that frequently occurs in enclosed systems typically revolves around management of papillomatous digital dermatitis (PDD), foot and leg issues, and stiffness in cattle. Rolled compacted concrete (RCC) has been a new development that may provide a cost-effective option to curb mud in traditionally soil-surfaced facilities. RCC may also substantially reduce the cost of enclosed facilities that rely on traditional concrete.


2020 ◽  
Vol 5 (3) ◽  
pp. 134-142
Author(s):  
Usman Khalid ◽  
Othman Mohammad Ahmed Mustafa ◽  
Muhammad Ali Naeem ◽  
Mohammad Yousef Mohammad Alkhateeb ◽  
Basil Marwan Abed Eljaber Awad

Optimization of automotive parts nowadays is mainly used to design lightweight and cost-effective vehicle parts in order to improve the cost and efficiency. In this research, a sheet metal part was taken into consideration and optimized using direct optimization module in ANSYS to evaluate the process. An initial Finite Element Analysis (FEA) was done on the sheet metal part by adding forces and constraints in order to initiate direct optimization. The purpose of the optimization is to minimize the mass of the sheet metal part and maintaining a certain Factor of Safety (FOS) by automatically modifying the sheet thickness and the dimension of the side holes. As a result, the best candidate point with 23% mass reduction was found which complied with FOS value was selected for optimal geometry.


Author(s):  
Priya Sreedharan ◽  
David Miller

Smart grid has become linked with topics of energy efficiency, renewables integration and climate policy. A smarter grid is one that utilizes communications and information systems to achieve more flexible grid operations. Energy storage and more broadly, load shifting, is one mechanism for achieving flexible grid operations. Unlike demand response, permanent load shifting moves energy on a regular basis, from peak to off-peak. Technologies that can deliver load shifting include thermal storage, electrical and mechanical storage and process shifting. This paper highlights findings from a recent study, mandated by a California Public Utilities Commission order, of permanent load shifting (PLS) opportunities located at customer sites in California. We developed a cost-effectiveness framework to estimate the costs and benefits of PLS technologies, demonstrated the framework with an analysis of PLS systems, and evaluated the market for PLS, including an assessment of challenges to expanding PLS. The cost-effectiveness analysis included a technology-neutral scenario analysis and an evaluation of technology-specific cases. Grid-level benefits of load shifting range from approximately $500–$2500/peak kW. Among the case studies, some approaches, such as refrigerated warehouse precooling, are cost-effective for both the utility and the consumer, while others, such as flow batteries, are not yet cost-effective and can be viewed as emerging technologies. Due to the wide range of technology costs and performance, these results are unsurprising. Still, PLS technologies can be one tool that can help set the stage for integrating large amounts of renewables in the future, a road California is paving.


2005 ◽  
Vol 51 (5) ◽  
pp. 105-112 ◽  
Author(s):  
O.A.C. Hoes ◽  
W. Schuurmans ◽  
J. Strijker

Worldwide the water management sector is about to review the design standards for water systems, as expected climate changes may possibly increase the frequency of flood events. This paper reviews new flood standards for surface water systems in The Netherlands, also presenting a cost-benefit analysis. Flood standards were formulated after several serious incidents in 1998 and 2001 to inform residents about the level of protection that they may expect to receive. At this moment all water boards are about to evaluate their water systems using these standards. The cost-benefit approach has been applied to determine whether the necessary measures to comply with such standards were cost-effective. We found that the standards make too much a simplification of the variety of water systems, and lead to costly measures without being beneficial while many small-scale floods in The Netherlands do not cause any significant damage. A better starting point to anticipate on climate change is to prevent damage, instead of the prevention of flooding.


Advances in technology are creating a profusion of opportunities for increasing the value and cost-effectiveness of telecommunications, for example through the provision of new services for the customer and the use of more economical systems designs. But telecommunications is a complex and highly interactive process, and if the best use is to be made of the opportunities presented, a framework of definitions is required for the coordinated development of systems. Following extensive studies of the definitions required, the Post Office and its principal suppliers are developing a family of standard switching and associated systems, collectively known as System X. Based upon digital, software and micro-electronic technologies, System X is intended to increase the cost-effectiveness and evolutionary capabilities of the British network, with designs that are fully competitive on world markets. The definitions used for System X cover customer service and network interworking requirements, systems architecture, and a range of design standards and procedures. The arrangements enable vital interactions to take place between production and operational interests, and between the definition and design processes. System X is part of an overall systems strategy that is being progressively created. It links System X with other developments, in terms both of service performance and technical standards. In all its aspects, strategic systems planning is expected to lead to the creation, in cost-effective ways, of basic capabilities providing hitherto unattainable opportunities for extending telecommunications services, increasingly in a global context. The continuing reconciliation of global needs and local aspirations in telecommunications represents perhaps the greatest challenge to strategic systems planners worldwide.


Author(s):  
Joseph E. Ponniah ◽  
Gerhard J. Kennepohl

Pavement cracks are usually sealed to prevent water from entering base course layers. Experience suggests that water in pavement layers hastens pavement deterioration and, therefore, increases rehabilitation costs. Initially the Ministry of Transportation, Ontario (MTO), Canada, had limited success in sealing cracks because inappropriate materials and installation procedures were used. This setback during the initial stages of development in crack sealing raised questions about the effectiveness of crack sealing in reducing the rate of pavement deterioration. In the 1970s and 1980s MTO carried out several field studies to develop an effective crack sealing procedure and to study the influence of crack sealing on pavement distress and performance. The cost-effectiveness of this treatment was investigated as well. The results of the studies indicate that sealing cracks is a viable and cost-effective preventive maintenance treatment and can extend the service life of asphalt pavements by at least 2 years. However, for optimum benefits the crack sealing program must be implemented according to guidelines proposed. The guidelines provide a basis for the selection of suitable pavements and cracks, sealant materials, and application procedures.


Author(s):  
Ce´line Sches ◽  
Roy Shilling ◽  
Steve Shademan ◽  
Jacky Massaglia ◽  
Mike Payne ◽  
...  

BP is currently looking at the next generation of dry tree development projects in the US Gulf of Mexico (GOM) deepwater operating region. Some HPHT wells call for the design of 15 ksi or greater riser systems with sour service requirements. Over the last 10 years, NACE compliant high strength steels (HSS) together with fatigue resistant threaded and coupled connectors have proved to be reliable technical solutions top tensioned riser (TTR). Today their light weight and increased performance capabilities enable cost effective dry tree systems for water depths up to 10,000 feet. In the frame of BP xHPHT development projects, the design and qualification of Heavy Wall Threaded and Coupled (T&C) riser connectors for TTR applications was launched. Comprehensive development programs were built, involving numerous design variations, Finite Element Analysis evaluation and optimization — including parametric studies —, followed by intensive full scale static and fatigue testing campaigns. Those developments benefited from the design and field running experience accumulated with previous TTR projects, where innovative fatigue enhancement techniques and premium fatigue compliant sealing devices were engineered. In addition, combined static, dynamic and corrosion testing of base material is being conducted to assess and qualify the fatigue resistance of HSS up to 140 ksi under those conditions. This paper will present results and conclusions from these developments and will report the performance levels reached by Heavy Wall High Pressure T&C riser connectors and the associated high strength base material. Forward work plans on riser connectors for xHPHT, SCR and flowlines will also be discussed.


2021 ◽  
Author(s):  
Rouya Hdeib ◽  
Roger Moussa ◽  
François Colin ◽  
Chadi Abdallah

<p>The wise selection of modeling approaches with an appropriate level of complexity for the study objectives is critical for robust inference. In this paper, the structure of a cost-performance grid designed for flood modeling is presented. The grid is developed to compare different flood modeling approaches of variable complexity and to guide on the proper selection of the couple data-model. The methodology involves defining metrics to quantify the three variables: data costs, model costs, and performance. Preliminarily, eighteen flood modeling applications in literature were arbitrarily selected and analyzed to guide on the implementation of the grid. The cost-performance diagram allows tracing a cost-performance curve and grouping applications in 4 zones corresponding to 4 modeling approaches (empirical and geomorphic, hydrological, hydraulic, and coupling). The grid is a tool to support the comparison, classification, and future selection of cost-effective modeling approaches. It is flexible and can be extrapolated to other modeling objectives.</p>


Author(s):  
Yifeng Hu ◽  
Xingzhu Ye ◽  
Gang Chen

Steam turbines need to be safer and more reliable when used in nuclear power plants. In order to ensure long-term reliability of nuclear power equipment, a high safety factor is usually adopted in the design of low-pressure (LP) inner casing of steam turbines. It not only leads to larger self-weight of LP outer casings and fundamental load, but also causes higher manufacturing and transportation costs. In this paper, the stress and deformation behaviors of the LP outer casings of steam turbines are first evaluated using the numerical finite element analysis. Then, two optimization design methods, size optimization and topology optimization are used to conduct the weight reduced optimization design of inner casing, in combination with the design standards, so that the structural efficiency and performance of LP inner casings are achieved. At the same time, the self-weight and related costs are also greatly reduced. This study proposes a more optimized structural design of LP inner casings of steam turbines, and it offers considerable economic benefits.


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