Fiber Optic Strain Sensing at the Sand Face Enables Real-Time Flow Monitoring and Compaction Mitigation in Openhole Applications

Author(s):  
Denise M. Earles ◽  
Carl W. Stoesz ◽  
Nilufer Darius Surveyor ◽  
Alpha Liang ◽  
Hans DeJongh
2011 ◽  
Author(s):  
Denise M. Earles ◽  
Cooper C. Gill ◽  
Carl W. Stoesz ◽  
Nilufer D. Surveyor ◽  
Jeremy G. Pearce ◽  
...  

2021 ◽  
Author(s):  
Martin P. Lipus ◽  
Felix Schölderle ◽  
Thomas Reinsch ◽  
Christopher Wollin ◽  
Charlotte M. Krawczyk ◽  
...  

Abstract. Fiber-optic distributed acoustic sensing (DAS) data finds many applications in wellbore monitoring such as e.g. flow monitoring, formation evaluation, and well integrity studies. For horizontal or highly deviated wells, wellbore fiber-optic installations can be conducted by mounting the sensing cable to a rigid structure (casing/tubing) which allows for a controlled landing of the cable. We analyze a cold-water injection phase in a geothermal well with a 3.6 km long fiber-optic installation mounted to a ¾” sucker-rod by using both DAS and distributed temperature sensing (DTS) data. During cold-water injection, we observe distinct vibrational events (shock waves) which originate in the reservoir interval and migrate up- and downwards. We use temperature differences from the DTS data to determine the theoretical thermal contraction and integrated DAS data to estimate the actual deformation of the rod construction. The results suggest that the rod experiences thermal stresses along the installation length – partly in the compressional and partly in the extensional regime. We find strong evidence that the observed vibrational events originate from the release of the thermal stresses when the friction of the rod against the borehole wall is overcome. Within this study, we show the influence of temperature changes on the acquisition of distributed acoustic/strain sensing data along a fiber-optic cable suspended along a rigid but freely hanging rod. We show that observed vibrational events do not necessarily originate from induced seismicity in the reservoir, but instead, can originate from stick-slip behavior of the rod construction that holds the measurement equipment.


2018 ◽  
Vol 18 (19) ◽  
pp. 8034-8044 ◽  
Author(s):  
Aidana Beisenova ◽  
Aizhan Issatayeva ◽  
Daniele Tosi ◽  
Carlo Molardi

2010 ◽  
Vol 393 (3-4) ◽  
pp. 331-340 ◽  
Author(s):  
Heather E. Gall ◽  
Chad T. Jafvert ◽  
Byron Jenkinson

2005 ◽  
Author(s):  
D.V. Brower ◽  
C.N. Prescott ◽  
J. Zhang ◽  
C. Howerter ◽  
D. Rafferty

Author(s):  
Frank J. Smith

Abstract This paper provides an introduction to Smart Bridge; a railroad bridge structural integrity monitoring system based on Continuous Fiber Optic Strain Sensing (CFOSS) technology. This design concept allows for the real time observation of how a bridge responds to dynamic loading and provides for autonomous reporting of abnormal structural conditions. The CFOSS technology can monitor the entire bridge and observe changes in the behavure of its structural elements. The structure is constantly monitored, both when the structure is at static load and when the bridge is supporting the load of a train. When significant changes are observed they can be defined by location and the degree of deviation from normal. A Smart Bridge provides automatic notification of sudden changes to the structure in real time. These changes may be an indication of bridge impact damage. It also provides a graphical map of the changes in structural behavure over time. In both circumstances the technology will identify the specific structural element that is degrading. Smart Bridge is based on Continuous Fiber Optic Strain Sensing technology. This technology manifests in the form of a cable that is bonded along the entire length of the structural elements of the bridge. The cable senses strain in both the axial and transverse directions. Unlike conventional strain gauge elements that are bonded to a single location, CFOSS cables run continuously along the beam, plate or tendon. The technology is able to observe the changes in the concentration of strain along a structure and identify the origin of the change. CFOSS technology is currently under development as part of the Smart Rail project. The underlying fiber optic strain sensing cable technology is in commercial use in the oil well and petrochemical pipeline industry. The adoption of Smart Bridge provides enhanced operational safety because it monitors the structural integrity of the bridge continuously and provides automatic status annunciations. This monitoring is active during times when the bridge is in dead load and when it is supporting the load of a passing train. Smart Bridge also improves the working safety of bridge inspectors by providing a map of structural changes that may indicate hazardous conditions. The use of Smart Bridge improves the inspection process by identifying potential structural problems that may require visual confirmation. And it provides autonomous warnings when sudden changes in the bridge structural integrity are detected.


Author(s):  
Antonio R. Xavier ◽  
Cleumar S. Moreira ◽  
Arlindo G. S. Barreto Neto ◽  
Antonio M. N. Lima ◽  
Helmut Neff ◽  
...  

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