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Reliable evaluation of the cement-bonding quality and identification of isolation zones of a cased-hole well are challenging problems, particularly for a plugged and abandoned (P&A) well. Ultrasonic tools have been developed to conduct pitch-catch and/or pulse-echo measurements for cement evaluation at high spatial resolutions. Recently, extended data processing of pitch-catch measurements has been developed to identify third-interface echoes (TIE) from flexural mode waveforms. The derived information of TIEs can be integrated with flexural attenuation rates of casing and acoustic impedances of annulus materials to enhance the accuracy and confidence of evaluations of cement quality and zone isolation. However, there are limitations in conventional pitch-catch measurements. The conventual pitch-catch measurements are longitude measurements. Their vertical resolution is limited by the spacing between transducers. A utilized piezoelectric transducer used by such measurements needs a liquid couplant. The received signals of this kind of sensor are sensitive to the mud density. The heavy mud may cause strong attenuations of intensities of received flexural mode waveforms. Additionally, a piezoelectric sensor is sensitive to the direction of wave propagation. Therefore, a TIE can be missed if two walls of the annulus of a well are not parallel, such as a deviated well. This paper introduces a new compensated pitch-catch measurement method for reliably detecting the eccentricity of the inner pipe and annulus material in a cased-hole environment. The electromagnetic acoustic transducers (EMATs) are utilized to excite and acquire Lamb and shear horizontal waves, respectively, which propagate circumferentially. The operation parameters of this new measurement method are optimized to excite and acquire waves for more reliably extracting TIEs from received waveforms. Compared with piezoelectric sensors, EMAT sensors do not require couplants and are not sensitive to the wave propagation angle, the mud density, and the rugosity of the pipe surface. The vertical resolution of the Lamb wave measurements is controlled by the vertical sampling rate of the tool and the sensor size. This new measurement method has been validated with Lab measurements. The test fixtures with varied annulus spacings were designed, constructed, and cemented. Multiple tests were designed and conducted to verify the modes of Lamb and shear horizontal waves, existences of TIEs with different operation parameters of measurements, and the relations between arrival times of TIE and annulus spacing, as well as filled in materials of annulus. The visibility of TIE for a deviated inner pipe has also been confirmed. The tests results confirmed the optimal operation parameters of this new measurement method. The detected arrival times of TIEs are consistent with their predicted values. This new measurement method has some key technical advantages. The tool measurements do not require a liquid-filled inner casing for acoustic coupling. The arrangement of the transducers in the tool enables fully compensated measurements. Furthermore, the vertical resolution of detected tubing eccentricity is governed by the vertical sampling rate of the tool rather than the physical transmitter-receiver spacing. The long length of received waveforms can provide the time window to exposure the trainlet of TIE for revealing the types of filled-in materials of annulus and acoustic impedance contrast of filled materials and well barriers.
Reliable evaluation of the cement-bonding quality and identification of isolation zones of a cased-hole well are challenging problems, particularly for a plugged and abandoned (P&A) well. Ultrasonic tools have been developed to conduct pitch-catch and/or pulse-echo measurements for cement evaluation at high spatial resolutions. Recently, extended data processing of pitch-catch measurements has been developed to identify third-interface echoes (TIE) from flexural mode waveforms. The derived information of TIEs can be integrated with flexural attenuation rates of casing and acoustic impedances of annulus materials to enhance the accuracy and confidence of evaluations of cement quality and zone isolation. However, there are limitations in conventional pitch-catch measurements. The conventual pitch-catch measurements are longitude measurements. Their vertical resolution is limited by the spacing between transducers. A utilized piezoelectric transducer used by such measurements needs a liquid couplant. The received signals of this kind of sensor are sensitive to the mud density. The heavy mud may cause strong attenuations of intensities of received flexural mode waveforms. Additionally, a piezoelectric sensor is sensitive to the direction of wave propagation. Therefore, a TIE can be missed if two walls of the annulus of a well are not parallel, such as a deviated well. This paper introduces a new compensated pitch-catch measurement method for reliably detecting the eccentricity of the inner pipe and annulus material in a cased-hole environment. The electromagnetic acoustic transducers (EMATs) are utilized to excite and acquire Lamb and shear horizontal waves, respectively, which propagate circumferentially. The operation parameters of this new measurement method are optimized to excite and acquire waves for more reliably extracting TIEs from received waveforms. Compared with piezoelectric sensors, EMAT sensors do not require couplants and are not sensitive to the wave propagation angle, the mud density, and the rugosity of the pipe surface. The vertical resolution of the Lamb wave measurements is controlled by the vertical sampling rate of the tool and the sensor size. This new measurement method has been validated with Lab measurements. The test fixtures with varied annulus spacings were designed, constructed, and cemented. Multiple tests were designed and conducted to verify the modes of Lamb and shear horizontal waves, existences of TIEs with different operation parameters of measurements, and the relations between arrival times of TIE and annulus spacing, as well as filled in materials of annulus. The visibility of TIE for a deviated inner pipe has also been confirmed. The tests results confirmed the optimal operation parameters of this new measurement method. The detected arrival times of TIEs are consistent with their predicted values. This new measurement method has some key technical advantages. The tool measurements do not require a liquid-filled inner casing for acoustic coupling. The arrangement of the transducers in the tool enables fully compensated measurements. Furthermore, the vertical resolution of detected tubing eccentricity is governed by the vertical sampling rate of the tool rather than the physical transmitter-receiver spacing. The long length of received waveforms can provide the time window to exposure the trainlet of TIE for revealing the types of filled-in materials of annulus and acoustic impedance contrast of filled materials and well barriers.
Reliable evaluation of the cement-bonding and identification of isolation zones of a cased-hole well are challenging problems. The CBL tool can provide a cement map for identifying cement top and cement channels of a well. Ultrasonic tools have been developed and deployed to conduct pitch-catch and/or pulse-echo measurements for cement evaluation at high spatial resolutions. However, there are limitations in tools based on pitch-catch or pulse-echo measurements, particularly for ultra-thin cement sheath. This paper presents a systematically study of effects on responses of sonic and ultrasonic cement evaluation tools caused by cement sheath thickness and propose a workflow for the reliable evaluation of ultra-thin cement sheath. To quantify limitations of these types of cement evaluation tools, a systematically study has been conducted to evaluate effects caused by casing annulus spacing on tool responses. The test fixtures with varied annulus spacings were designed, constructed, and cemented. Multiple tests were designed and conducted to verify the annulus spacing effects on amplitudes of arrival wave peaks, the inverted acoustic impedance of casing annulus, attenuation rates of waveforms and quantify the annulus spacing size limits that cause the failures of tools. The tests results confirmed the attenuation rates of shear horizontal wave measurements will not be influenced by casing annulus if it is greater than 0.4 inch. The cement sheath must be greater than 0.75 inch if a CBL tool is utilized. For the first time, different types of cement evaluation tools are evaluated on the same test fixtures. This experimental study provides a guideline for selecting tools to conduct cement evaluation.
The paper focuses on the field life cycle and how new technology (including digital) and proactive, collaborative workflows can significantly optimize a field's production, with a focus on Brazil. Specifically, we discuss how, in the presalt, it is important to monitor casing integrity to identify salt creep and deformation as soon as possible. Proactive early identification of issues can accelerate the plugging and abandonment (P&A) decision at a stage where costs are reduced by avoidance of a more complex P&A caused by deformation of major completion components. Considering the complexity of a deepwater intervention, an innovative approach of through-tubing well surveillance was implemented, based on the third interface echo measurement provided by an advanced ultrasonic tool. The technique was deployed in some wells where the casing stress analysis indicated there was a risk of collapse, providing valuable information about casing and tubing integrity, as well as precise identification of annulus content. The paper intends to present local examples of the logs run, collaboration among technical experts, and the decisions made. The scope extends beyond the initial production period to maximizing production, when it is necessary to consider production issues as well as well integrity issues. The paper proposes that conventional KPIs may not measure the real intervention performance and can indeed detract from an optimal outcome. Most of the wells assessed were found with their integrity preserved, and therefore the production and/or injection, could continue. Where integrity issues were identified, the data gathered were used to redefine the intervention, allowing a safe temporary well suspension, assertive P&A planning, reducing the uncertainties, and facilitating communication with the regulatory agency. The paper will then discuss, during the barrel chasing phase of the field's life, how a better, collaborative alignment of the interests of all shareholders to the outcome of increased production can be achieved. Case studies reflect application of the technique in Brazil. The study demonstrates how to achieve the optimized field life cycle. New technology, including advanced digital workflows, has been applied to the challenge of well integrity assessment to examine casing deformation in Brazil. This has proven extremely important in early identification of issues to enable the most cost-effective remediation. New collaborative workflows initiated after well integrity optimization optimize production from existing well infrastructure to extend the field life cycle.
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