First Break - Volume 43, Issue 1, 2025
Volume 43, Issue 1, 2025
- Technical Article
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Progress in Acquiring DAS VSPs in Vertical Exploration Wells
More LessAuthors Rafael Guerra, Haroon Bajwa, Peter MacLeod, Rigelesaiyin Ji and Bosung LimAbstractThe applications of distributed acoustic sensing (DAS) in the energy sector are extensive and multi-disciplinary, including surface and borehole seismic. In the case of vertical seismic profiles (VSPs), DAS may replace geophones when 3-component data is not critical, thereby offering efficiency, safety and cost saving benefits. Nevertheless, one enduring challenge associated with these measurements during wireline logging operations in vertical wells is the assurance that the fibre optics cable is properly coupled to the borehole wall. This study documents the significant progress made in this most challenging data acquisition scenario. By monitoring the low-frequency DAS strain as the wireline cable is slackened or de-tensioned to buckle and improve its coupling, we can determine when it has returned to a steady state. Finite element analysis is used to determine the amount of de-tensioning required and the location of the cable buckling within the wellbore, thereby ensuring accurate depth corrections when de-tension is applied. A successful VSP survey recorded in a vertical well offshore UK demonstrates the effectiveness of the new procedures. A comparison between the DAS VSP and the sonic log and synthetic seismograms, showed that accurate DAS depth, time-depth velocities and reflectivity response of the formations drilled were obtained, thus validating the new methodology including DAS strain monitoring and numerical modelling.
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A Novel Approach to Predict 3D Pressure Cubes, Sapphire Field, Offshore Nile Delta, Egypt
More LessAbstractPore pressure is regarded as an important branch of earth science. In exploration phase, pore pressure can provide information about trap integrity. During the drilling stage, the pre-drill pore pressure prediction helps in the casing and mud design. A good pre-drill pore pressure prediction will protect the well from drilling problems such as kicks and blowouts. In the production phase, it helps in the injection process, predicting reservoir compartments.
Sapphire field is part of the offshore Nile delta which is classified as a high-pressure basin. As a result, pre-drill pore pressure prediction is an important step in the well planning process for predicting abnormal pressures along the well path and avoiding drilling problems.
The paper presents a new workflow approach for the 3D pore pressure cube for the Nile Delta basin depends on four wells to generate a cube with the full set of pressure data (overburden, effective vertical stress, and formation (pore) pressure), it is built using Eaton and Bowers equations. In addition, Eaton and Bowers were optimised to fit the Nile Delta basin, compared to the Gulf of Mexico, which used the default optimisation value. The uncertainty in the density estimation is reduced as well by using the density sonic relation.
Three cubes overburden, vertical effective stress, and pore pressure prediction are the main outputs of the research. These three cubes almost match the actual pressure that was calculated using logging while drilling tools on the rig-site at the wells.
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- Special Topic: Land Seismic
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Developments in Nodal Data Acquisition in the Transition Zone and Shallow Water
More LessAuthors Andrew Clark, Jerzy Trela, Piotr Pote¸pa, Sławomir Ziółkowski and Dennis PavelAbstractSingle-sensor seismic nodes enable cost-effective seismic data acquisition at the high spatial receiver density demanded to meet current seismic data imaging quality requirements. Large-scale seismic onshore surveys very often include transition zone (TZ) areas of varying size and water depth. These areas include tidal zones, river estuaries, marshes, swamplands, and beaches, etc. This is particularly the case as the O&G industry looks to secure the efficiencies of infrastructure-led exploration (ILX) to develop new finds close to existing infrastructure which is often in coastal areas.
A primary challenge for onshore nodes is their dependence on GPS timing signals, which cannot be received when a node is submerged. On the other hand, Ocean Bottom Nodes which do not rely on GPS for timing synchronisation are not practical and too costly for deployment in TZ environments. The use of deployment methods for modern nodes similar to those used for the first generation of cable-free recording systems enables seamless data acquisition from land to shallow water. Thus, avoiding both unnecessary omissions in onshore surveys due to inland water bodies and bridging the gap from the onshore to marine data acquisition. The authors discuss various deployment methods, with examples from recent successful 3D surveys.
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High Resolution Mini-3D Seismic Surveys as a Rapid and Cost-Effective Method for Detailed Structural Mapping
More LessAuthors Tim Dean, Matt Grant and Justin HooiAbstractUnidentified structural features, primarily faults, are estimated to cost the coal mining industry in Australia alone $6 billion per year. Although seismic surveys are routinely used to characterise structures ahead of mining, these are often limited to 2D lines, with only the most recent being high-resolution 3D surveys. The most common approach for providing detailed structural definition is to drill a series of holes. In this paper we show a comparison between a full high-resolution 3D survey and a much smaller mini-survey over an area of particular structural complexity. The extracted surfaces, corresponding to three different coal seams, and the resulting structural interpretations, were consistent. Based on these results we are confident this approach can be used as an alternative to drilling to quickly and easily identify possible structural issues in high-priority areas. The method could also be used to accurately measure the strike of faults identified from 2D surveys.
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The Vibrator and its Interaction with the Ground
More LessAuthors Spencer L. Rowse and Bob HeathAbstractThroughout the decades of its use, there has always been a requirement to obtain an accurate estimate of the propagating wave emitted by the vibrator mechanism. This is even more relevant in today’s recording environment of a low signal amplitude and high noise when employing a single source, single receiver, and ‘overlapping signals’ from simultaneous acquisition techniques. The ground force estimate (or its time derivative) is assumed by many to be a representation of the seismic wave (its source signature) that is transmitted into the surrounding medium. However, from published articles, many authors have questioned this assumption noting significant phase and amplitude differences between the ground force and the signal received at a remote sensor, especially at higher frequencies. Having an accurate source signature estimate at each location has significant ramifications beyond improving the quality of acquisition (and processing) that today is heavily reliant on ‘shooting blind’ into single channel nodes: it implies that the vibrator-earth model used is an accurate representation of the changing ground conditions at each shot-point whose properties can then be determined. In addition, an accurate vibrator-earth model may also lead to improvements in the design of vibrators for increased amplitude (greater signal) of the propagating wave. In this paper, we discuss the interaction between the vibrator mechanism and the surrounding media, the forces and energies generated during a sweep, re-examine the assumptions made in the ground force models and show that current source signature estimates are not an accurate representation of the propagating wavelet.
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Volumes & issues
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Volume 43 (2025)
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Volume 42 (2024)
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Volume 41 (2023)
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Volume 40 (2022)
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Volume 39 (2021)
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Volume 38 (2020)
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Volume 37 (2019)
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Volume 36 (2018)
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Volume 35 (2017)
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Volume 34 (2016)
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Volume 33 (2015)
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Volume 32 (2014)
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Volume 31 (2013)
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Volume 30 (2012)
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Volume 29 (2011)
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Volume 28 (2010)
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Volume 27 (2009)
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Volume 26 (2008)
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Volume 25 (2007)
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Volume 24 (2006)
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Volume 23 (2005)
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Volume 22 (2004)
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Volume 21 (2003)
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Volume 20 (2002)
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Volume 19 (2001)
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Volume 18 (2000)
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Volume 17 (1999)
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Volume 16 (1998)
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Volume 15 (1997)
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Volume 14 (1996)
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Volume 13 (1995)
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Volume 12 (1994)
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Volume 11 (1993)
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Volume 10 (1992)
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Volume 9 (1991)
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Volume 8 (1990)
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Volume 7 (1989)
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Volume 6 (1988)
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Volume 5 (1987)
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Volume 4 (1986)
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Volume 3 (1985)
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Volume 2 (1984)
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Volume 1 (1983)
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Thematic Set: Sequence stratigraphy: common ground after three decades of development
Authors O. Catuneanu, J.P. Bhattacharya, M.D. Blum, R.W. Dalrymple, P.G. Eriksson, C.R. Fielding, W.L. Fisher, W.E. Galloway, P. Gianolla, M.R. Gibling, K.A. Giles, J.M. Holbrook, R. Jordan, C.G.St.C. Kendall, B. Macurda, O.J. Martinsen, A.D. Miall, D. Nummedal, H.W. Posamentier, B.R. Pratt, K.W. Shanley, R.J. Steel, A. Strasser and M.E. Tucker
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