Reservoir Management Challenges of the Terra Nova Offshore Field: Lessons Learned After 5 Years of Production

Author(s):  
Einar Dagfinn Haugen ◽  
James Patrick Costello ◽  
Larry B. Wilcox ◽  
Eric Albrechtsons ◽  
Irene Kelly
1997 ◽  
Author(s):  
E.M. Whitney ◽  
M.R. Brickey ◽  
S.E. Coombs ◽  
C.A. Duda ◽  
V.K. Duda

2018 ◽  
Author(s):  
Olatunji Jeboda ◽  
Abiodun Bodunrin ◽  
Chukwuma Atuanya ◽  
Emmanuel Ogidi

2021 ◽  
Author(s):  
Wenyang Zhao ◽  
Salama Darwish Al Qubaisi ◽  
Salem Ali Al Kindi ◽  
Mohamed Helmy Al-Feky ◽  
Omar Yousef Al Shehhi ◽  
...  

Abstract Daily production compliance is fundamental to sustain reservoir management excellence and ultimately achieve an optimum oil recovery. The production activities execution is critical to adhere to the reservoir management guidelines and best practices. It is a more challenging task in brownfields due to the limitation of controlling system and limited access especially in offshore fields. A timely and efficient approach is undoubtedly necessary to enhance production efficiency and compliance. An integrated and automated tool has been innovated to analyze and report well production status against the guidelines and requirements in a mature offshore field with more than 50 years history. This systematic approach has been developed through integrating the planned rate, daily actual production rate, latest flow tests, and current well performance. Noncompliance is reported automatically on a user defined time scale, including daily, weekly, monthly or any customized time range within the month time. Daily violation report is generated automatically and sent to production operation for prompt adjustments and other requested actions. The automated workflow enables both daily production reporting and production compliance reporting. Daily production reporting is a routine work, which usually takes a lot of time every day. The workflow is capable of reducing 90% of the time comparing to the manual way. Production compliance reporting is currently mainly focusing on the comparison of actual production to planned rate and guideline rate. Any exception will be reported as violation. The violation dashboard summarizes the details based on the user selected time range. On daily basis, an email containing the violation details could be generated and sent to the corresponding teams for corrective actions. In this giant brown field, production GOR is a primary controlling parameter. The latest flow tests have been taken into account to evaluate the gas production compliance. Any violation to the GOR guidelines will be reported in the same communication email for timely correction. With the innovated tool, the violation ratio of the giant offshore field has been successfully reduced and controlled. The usual responding time for corrections has been dramatically reduced from months to days.


2017 ◽  
Author(s):  
Muhammad Navaid Khan ◽  
Ahmed Al Neaimi ◽  
Omar Al-Shehhi ◽  
Zohaib Channa ◽  
Fazeel Ahmed ◽  
...  

Author(s):  
Abdullah M. Al-Dhafeeri ◽  
Saad A. Al-Sdeiri ◽  
Shebl Fouad Abo Zkery ◽  
Hyrliyan Ade

2008 ◽  
Vol 11 (04) ◽  
pp. 759-767 ◽  
Author(s):  
C. Shah Kabir ◽  
Nidhal I. Mohammed ◽  
Manoj K. Choudhary

Summary Understanding reservoir behavior is the key to reservoir management. This study shows how energy modeling with rapid material-balance techniques, followed by numerical simulations with streamlines and finite-difference methods, aided understanding of reservoir-flow behavior. South Rumaila's long and elongated Zubair reservoir experiences uneven aquifer support from the western and eastern flanks. This uneven pressure support prompted injection in the weaker eastern flank to boost reservoir energy. We learned that aquifer influx provided nearly 95% of the reservoir's energy in its 50-year producing life, with water injection contributing less than 5% of the total energy supply. The west-to-east aquifer energy support is approximately 29:1, indicating the dominance of aquifer support in the west. Streamline simulations with a 663,000-cell model corroborated many of the findings learned during the material-balance phase of this study. Cursory adjustments to aquifer properties led to acceptable match with pulse-neutron capture or PNC-derived-time-lapse oil/water contact (OWC) surfaces. This global-matching approach speeded up the history-matching exercise in that performance of most wells was reproduced, without resorting to local adjustments of the cell properties. The history-matched model showed that the top layers contained the attic oil owing to lack of perforations. Lessons learned from this study include the idea that the material-balance work should precede any numerical flow-simulation study because it provides invaluable insights into reservoir-drive mechanisms and integrity of various input data, besides giving a rapid assessment of the reservoir's flow behavior. Credible material-balance work leaves very little room for adjustment of original hydrocarbons in place, which constitutes an excellent starting point for numerical models. Introduction Before the advent of widespread use of computers and numeric simulators, material-balance (MB) studies were the norm for reservoir management. In this context, Stewart et al. (1954), Irby et al. (1962), and McEwen (1962) presented useful studies. Most popular MB methods include those of Havlena and Odeh (1963), Campbell and Campbell (1978), and Tehrani (1985), among others. Pletcher (2002) provides a comprehensive review of the available MB techniques. In the modern era, classical MB studies seldom precede a full-field numeric modeling, presumably because MB is implicit in this approach. Nonetheless, we think valuable lessons can be learned from analytic MB studies at a fraction of time needed for detailed numeric modeling, preceded by geologic modeling. Of course, the value and amount of information derived from a multicell numeric model cannot be compared to a single-cell MB model. But, an analytic MB study can be an excellent precursor to any detailed 3D modeling effort. Although this point has been made by others (Dake 1994; Pletcher 2002), practice has, however, lagged conventional wisdom. In this paper, we attempt to show the value of a zero-dimensional MB study prior to doing detailed 3D numeric modeling, using both streamline and finite-difference methods. Streamline simulations speeded up the history-matching effort by a factor of three. However, we used the finite-difference approach in prediction runs for its greater flexibility in invoking various producing rules. Initially, the MB study provided key learnings about gross reservoir behavior very rapidly. In particular, energy contributions made by different drive mechanisms, such as uneven natural water influx and water injection, were of great interest for ongoing reservoir-management activities. Estimating in-place hydrocarbon volume and relative strength of the aquifer in the western and eastern flanks constituted key objectives of this study segment. Following the MB segment of the study, we pursued full-field match of historical data (pressure and OWC) with a streamline flow simulator to take advantage of rapid turnaround time. Thereafter, prediction runs were made with the finite-difference model to answer the ongoing water-injection question in the eastern flank of the reservoir. We learned that water injection should be turned off for improved sweep, leading to increased ultimate oil recovery. In addition, the numeric models identified the presence of remaining oil in the attic for future exploitation.


2021 ◽  
Author(s):  
Fu Wu ◽  
Carlos Alvarez ◽  
Gary Osterman ◽  
Ching-Hsiang Chen ◽  
Richard W. Litton ◽  
...  

Abstract The Mississippi Canyon 280-A platform, also known as Lena Guyed Tower located in 1,000 ft water depth in the Gulf of Mexico (GoM), was successfully decommissioned and reefed in-place in 2020. To meet the regulatory requirements on offshore platform decommissioning, i.e. BSEE decommissioning requirements and the LDWF artificial reef program, an environmental study and an engineering study were performed to ensure that the platform decommissioning satisfies these critical requirements on environmental protection and operational safety. The environmental study revealed the abundance of marine lives residing on the tower and rare coral species only observed in deepwater region. This justified the environmental benefit of turning the tower into an on-site artificial reef and functioning as a vibrant marine life habitat at the end of its production service life. The engineering study on Lena decommissioning, as addressed in this paper, involved three (3) stages of engineering work: tower decommissioning concepts and feasibility study; selected concept definition; and detailed tower reef-in-place laydown (toppling) plan and design. High-level tower reef-in-place criteria were set up in the early engineering stage as guidelines to the detailed laydown design, including specific project requirements on minimal environmental impact and safe offshore field operations. This engineering study relied heavily on multiple expert brainstorm sessions on various decommissioning concepts and options, and advanced structural modeling and computer simulations for assessment and design. A large number of tower structural models were developed to verify the plan and check various factors and risk scenarios that may affect the tower performance in different stages of the decommissioning operation. Advanced analytical techniques were developed and applied, which feature the driving mechanisms of the problem such as soil-structure-interaction, guyline tension, structural member contact and sliding, large displacement simulation, structural collapse, and hydrodynamics. Stringent quality assurance and testing procedures were followed to ensure the credibility of developed analytical techniques and engineering technologies. The most challenging part that differentiates the decommissioning engineering from typical structural design is how to properly estimate the platform in-situ "as-is" condition and carry out the assessment as such to make a regulatory compliant, feasible, reliable, and efficient plan. Therefore, engineering judgment had to go beyond the scope covered by existing industry codes and standards, and rely on the most recent advances in industry research and technology. This engineering study resulted in a clearly defined tower decommissioning plan and procedure, backed up with contingency plans for various risk scenarios and potential deviations in field operation due to limitations and/or uncertainties. The decommissioning plan minimized the offshore field construction scope and risk, and kept the required tower laydown pull loads within the capacity range of typical GoM offshore tugboats. As a result, the Lena tower was successfully laid down on seafloor in an anticipated reefing position, with no major deviations from the plan. Lena Guyed Tower is the first deepwater compliant structure decommissioned. This decommissioning effort may provide the most valuable information and lessons learned to the industry for similar decommissioning and abandonment operations in the future.


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