WO2011109432A2 - Providing measurements to enable determination of electrical resistivity anisotropy of a subterranean structure - Google Patents
Providing measurements to enable determination of electrical resistivity anisotropy of a subterranean structure Download PDFInfo
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- WO2011109432A2 WO2011109432A2 PCT/US2011/026739 US2011026739W WO2011109432A2 WO 2011109432 A2 WO2011109432 A2 WO 2011109432A2 US 2011026739 W US2011026739 W US 2011026739W WO 2011109432 A2 WO2011109432 A2 WO 2011109432A2
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- field measurements
- magnetic field
- total magnetic
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01V—GEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS; TAGS
- G01V3/00—Electric or magnetic prospecting or detecting; Measuring magnetic field characteristics of the earth, e.g. declination, deviation
- G01V3/12—Electric or magnetic prospecting or detecting; Measuring magnetic field characteristics of the earth, e.g. declination, deviation operating with electromagnetic waves
Definitions
- a controlled source electromagnetic (CSEM) survey technique can be used to perform a survey of a subterranean structure for identifying elements of interest, such as hydrocarbon-bearing reservoirs, gas injection zones, thin carbonate or salt layers, fresh-water aquifers, and so forth.
- an electromagnetic (EM) transmitter is used to generate EM signals.
- EM receivers can be deployed on a water bottom surface, such as a sea floor, within an area of interest to make measurements from which information about the subterranean structure can be derived.
- the EM receivers may include a number of sensors for detecting any combination of electric fields, electric currents, and magnetic fields.
- a polarized electric or magnetic dipole source is used to excite an EM signal which propagates through the subterranean structure and is perturbed by geologic variations to depths of several kilometers.
- Spatially-distributed, multi-component, broadband EM receivers can record the EM energy that has been perturbed by the geologic variations.
- Subsurface electrical resistivity anisotropy can affect the accuracy of measurements recorded using conventional CSEM surveying techniques.
- Subsurface electrical resistivity anisotropy is an effect that causes resistivity in the subsurface to be strongly dependent upon the direction of electrical current flow used to make measurements.
- the most dominant form of electrical resistivity anisotropy is vertical transverse isotropy (VTI), in which the vertical electrical resistivity can be much larger than the horizontal electrical resistivity.
- VTI vertical transverse isotropy
- One traditional technique of determining electrical resistivity anisotropy is by recording inline and offline (i.e., broadside) component electrical and magnetic field data.
- Inline data refers to data acquired when the EM receiver dipole is aligned along the same axis as the EM source dipole (in other words, the dipoles of the source and receiver are co-axial) and both are aligned with the tow direction.
- Offline (or broadside) data refers to data acquired when the EM receiver dipole axis is parallel to the EM source dipole axis, but located off axis (dipoles are co-planar), while both axes of the source dipole and receiver dipole are aligned parallel to the tow direction.
- a method of analyzing content of a subterranean structure comprises receiving electric field measurements at plural source- receiver azimuths in a predefined range, and receiving total magnetic field measurements at plural source-receiver azimuths in the predefined range.
- the electric field measurements and the total magnetic field measurements are provided to an analysis controller to enable determination of electrical resistivity anisotropy of the subterranean structure.
- Figs. 1 -3 illustrate various configurations of performing marine surveying according to some embodiments
- Figs. 4A and 4B are graphs illustrating electric field amplitudes and total magnetic field amplitudes as a function of source- receiver azimuths
- Figs. 5A-5C, 6A-6C, and 7A-7C are graphs depicting observed data points and predicted data points (calculated based on an isotropic or anisotropic earth model) to illustrate correctness of the predicted data points using different ones of the models;
- Fig. 8 is a flow diagram of a process of acquiring data for determining electrical resistivity anisotropy, according to an embodiment
- Fig. 9 is a block diagram of a controller for performing tasks according to an embodiment.
- Fig. 10 illustrates a conventional marine survey arrangement.
- a technique of determining electrical resistivity anisotropy of a subterranean structure is provided.
- the dominant form of electrical resistivity anisotropy is vertical transverse isotropy (VTI).
- VTI vertical transverse isotropy
- the technique involves obtaining electromagnetic (EM) data recorded over a relatively limited range of source- receiver azimuths, and using such EM data recorded over the relatively limited range of source-receiver azimuths to determine electrical resistivity anisotropy.
- An azimuth refers to the angle between the axis of an EM source (e.g., a source dipole polarization) and a radial line between the EM source and an EM receiver (e.g., a receiver dipole polarization) used to acquire the EM data.
- a dipole is formed of a pair of electrodes.
- the limited range of source-receiver azimuths is a range that starts at a first azimuth and ends at a second azimuth, where the difference between the first and second azimuth is less than 45°.
- the difference between the first and second azimuths is less than or equal to 60°, or alternatively, is less than or equal to 90°. Collecting EM data over a limited range of azimuths allows for more efficient acquisition than conventional EM survey techniques that attempt to remove effects of electrical resistivity anisotropy.
- the EM data recorded over a relatively limited range of source-receiver azimuths includes radial electric field measurements and total magnetic field measurements.
- a radial electric field measurement is acquired by an EM receiver with a dipole polarization that is co-axial with the source dipole polarization.
- the radial electric field is represented as E x .
- a total magnetic field measurement can be acquired with a magnetometer or by an aggregation (e.g., summation) of component magnetic fields recorded in multiple different directions.
- the total magnetic field is direction-less, and refers to magnetic field strength or magnetic field amplitude. If component magnetic field measurements are acquired in the three different orthogonal directions, x, y, and z, then the amplitudes in the three different orthogonal directions can be aggregated to produce the total magnetic field.
- a benefit of using total magnetic field measurements rather than an individual component magnetic field measurement for determining electrical resistivity anisotropy according to some embodiments is that less noise effects are experienced with use of total magnetic field measurements.
- Figs. 1 and 2 depict an example of a multi-streamer configuration (dual-streamer configuration shown) for performing a marine CSEM survey of a subterranean structure 130.
- the dual-streamer configuration has tow cables 100A and 100B, where the tow cable 100A has two EM sources 102 and 104, and the tow cable 100B has two EM sources 106 and 108.
- the tow cable 100A has two EM sources 102 and 104
- the tow cable 100B has two EM sources 106 and 108.
- a lower number or larger number of sources can be provided on each cable 100A or 100B.
- each EM source 102, 104, 106, and 108 is an electric dipole transmitter. In other embodiments, other types of EM sources can be used.
- the tow cables 100A, 100B also include respective EM receivers 1 10 and 1 12 (which can also be implemented with electrical dipoles).
- the tow cables 100A, 100B are towed by a marine vessel 124, which is at the water surface 125.
- the marine vessel 124 has reels 126 from which the tow cables 100A, 100B can be unwound for deployment into the body of water 127.
- the marine vessel 124 also includes a controller 129, which can be implemented with a computer to perform data processing on
- the controller 129 can be located remotely, such as at a land location.
- Each tow cable 100A, 100B also include respective steering devices 1 16 and 1 18.
- the steering devices 1 16, 1 18 can be "steering fish," which are dynamically controllable (such as by the controller 129) to steer the tow cables 100A, 100B such that the two cables travel in a desired paths. Note that the number of steering fish employed may be dependent on the length of each tow cable and a desired degree of accuracy to which receiver positions are maintained.
- the body of water 127 sits above a water bottom surface 128 (e.g., seafloor), under which is located the subterranean structure 130.
- a subterranean body of interest 132 is located at some depth below the seafloor 128, where the body of interest can be a
- hydrocarbon-bearing reservoir a freshwater aquifer, a gas injection zone, a reservoir that contains methane hydrate deposits, a thin carbonate layer, a salt-bearing layer, and so forth.
- plural bodies of interest may be present at various depths in the subterranean structure 130.
- the towed marine cable system depicted in Fig. 1 and 2 enable acquisition of EM measurements by the EM receivers 1 10, and 1 12, where the recorded EM measurements include EM signals perturbed (or affected) by the subterranean structure 1 30.
- the EM sources 102, 104, 106, and 108 generate EM signals that are propagated into the subterranean structure 130.
- the propagated EM signals are perturbed by the subterranean structure 130 and detectable by the EM receivers 1 10 and 1 12.
- Each EM receiver 1 10, 1 12 can have one or more sensing elements to sense electric fields in one or more different directions, such as one or more of the x, y, and z directions (as represented in Figs. 1 and 2).
- the z direction is the vertical direction, while the x and y directions are horizontal directions.
- the x direction refers to the direction of movement of the marine vessel 124 (and thus the general direction of movement of the cables 100A, 100B).
- each receiver 1 10, 1 12 records an electric field (E x ) in the inline direction (x direction)— the electric field E x is also referred to as a radial electric field.
- an EM receiver 1 10 or 1 12 can also measure electric fields in the y and/or z directions.
- at least some of the receivers 1 10, 1 12 include magnetometers for measuring the total magnetic field.
- at least some of the EM receivers 1 10, 1 12 include magnetic field sensing elements to measure component magnetic fields in the x, y, and z directions, where these component magnetic fields (e.g., H x , Hy, and H z ) can be combined (such as at the controller 129) to form a total magnetic field.
- receiving a total magnetic field measurement can refer to receiving the total magnetic field measurement taken by a
- magnetometer or alternatively, a total magnetic field produced from combining component magnetic fields.
- a source-receiver offset refers to the distance between an EM source and an EM receiver in the x direction
- frequencies and azimuths.
- An azimuth refers to the angle between the axis of an EM source (x axis in Fig. 2) and a radial line (e.g., radial line 150 or 152 in Fig. 2) between the EM source and an EM receiver.
- the azimuth between the radial line 150 and the x axis is represented as ⁇ in Fig. 2
- the azimuth between the radial line 152 and the x axis is represented as a in Fig.
- the azimuth between a source on a particular cable and a receiver on the same cable is 0°.
- the azimuth between a source on one cable and a receiver on another cable is a non-zero angle that depends on the relative positions of the source and receiver.
- the range in source-receiver offsets will be between 0.1 and 10 kilometers
- the range of source frequency will be between 0.01 and 100 Hz
- the range of the source-receiver azimuths will be between 0 and 45° (each of ⁇ and a is between 0 and 45°, for example).
- other source- receiver offsets, frequency ranges, and source-receiver azimuths can be employed.
- FIG. 3 shows an alternative embodiment of a marine CSEM survey arrangement in which detection and determination of electrical resistivity anisotropy can be performed.
- three rows 302, 304, and 306 of EM receivers are depicted where the three rows of EM receivers are deployed on the seafloor.
- the marine vessel 124 tows an EM source 300 in the inline direction (x direction).
- Each of the EM receivers shown in Fig. 3 can be similar to the EM receivers 1 10 and 1 12 of Figs.
- Figs. 1 and 2 can acquire measurements that include at least radial electric field measurements (E x ) and total magnetic field measurements, where acquiring a total magnetic field measurement includes acquiring the total magnetic field measurement using a magnetometer, or acquiring component magnetic field measurements in multiple directions that can be aggregated to produce the total magnetic field measurement.
- E x radial electric field measurements
- acquiring a total magnetic field measurement includes acquiring the total magnetic field measurement using a magnetometer, or acquiring component magnetic field measurements in multiple directions that can be aggregated to produce the total magnetic field measurement.
- Fig. 3 In either the embodiment of Figs. 1 -2 or the embodiment of Fig. 3, multiple (at least two) linear receiver arrays are deployed in a parallel or near- parallel fashion to record electric and magnetic field measurements.
- VTI resistivity Although reference has not been made to the effect of frequency, it is noted that additional stability and the interpretation of VTI resistivity can be obtained if measurements were made at multiple (at least two) transmitted frequencies and source-receiver offsets.
- Figs. 4A and 4B are graphs showing the E x amplitude and total magnetic field amplitude, respectively, as a function of source-receiver azimuth (expressed as degrees).
- Six curves are shown in each of Figs. 4A and 4B to represent synthetic (simulated) data obtained using different models.
- Each model includes two infinite-thickness layers where the body of water 127 (upper halfspace) has a predefined resistivity, and the overburden (lower halfspace) representing the subterranean structure 130 is either assumed to be isotropic or anisotropic.
- the data for three isotropic models and for three anisotropic models are depicted in Figs. 4A and 4B.
- the anisotropic halfspace models have a constant horizontal resistivity of 1 .0 Qm (ohms-meter) and a variable vertical resistivity of 1 .2, 2.0, and 3.0 Qm, respectively, which are denoted by the anisotropy ratios p v /p (vertical resistivity divided by horizontal resistivity) of 1 .2x, 2x, and 3x in Figs. 4A and 4B.
- p v /p vertical resistivity divided by horizontal resistivity
- Curves 402, 404, and 406 in Fig. 4A depict the E x amplitude as a function of azimuth for the isotropic halfspace models, respectively, with the following respective resistivities: 1 .0 Qm, 1 .2 Qm, and 2 Qm.
- Curves 408, 410, and 412 represent the E x amplitude as a function of azimuth for the anisotropic halfspace models, respectively, with the following corresponding anisotropy ratios: 1 .2x, 2x, and 3x.
- curves 422, 424, and 426 represent the total magnetic field amplitude as a function of azimuth for the corresponding isotropic halfspace models, respectively, with the respective resistivities: 1 Qm, 1 .2 Qm, and 2 Qm.
- curves 428, 430, and 432 represent the total magnetic field amplitudes as a function of azimuth for the following three corresponding anisotropic halfspace models, respectively, with the respective anisotropy ratios: 1 .2x, 2x, and 3x.
- Figs. 5A-5C are various graphs to illustrate that when relying only upon radial electric field measurements, an incorrect isotropic earth model can fit the data as well as the correct anisotropic earth model.
- Fig. 5A illustrates electric field amplitude as a function of source-receiver offset
- Fig. 5B shows the phase of the electric field as a function of source-receiver offset
- Fig. 5C illustrates resistivity as a function of depth from the seafloor in the subterranean structure 130.
- Fig. 5A shows "observed” E x amplitudes (+ symbols)
- FIG. 5B shows "observed” phases (+ symbols) and “predicted phases (o symbols).
- the observed E x amplitudes and phases are simulated using an anisotropic earth model (which is the correct model for the subterranean structure).
- the predicted E x amplitudes and phases are inverted from an isotropic earth model, which is the incorrect model for the subterranean structure. As can be seen in Figs.
- the observed data (E x amplitudes and phases) match the predicted data (E x amplitudes and phases), which is an incorrect result, since an incorrect isotropic earth model can fit the data as well as the correct anisotropic earth model (which results from false VTI interpretation).
- Fig. 5C illustrates a curve 504 representing the resistivity of the isotropic earth model as a function of depth, whereas curves 502 and 506 represent the true horizontal resistivity and vertical resistivity, respectively, of the subterranean structure 130, which exhibits anisotropy.
- Figs. 6A-6C are graphs that assume an isotropic earth model (incorrect model), while Figs. 7A-7C are graphs that assume a correct anisotropic earth model.
- Fig. 6C shows curves 602 and 604 that represent the true horizontal and vertical resistivities, respectively, while the curve 606 represents the resistivity of an isotropic model.
- the isotropic model resistivities are quite different from the anisotropic resistivities.
- Fig. 6A shows "observed” E x amplitudes (+ symbols)
- FIG. 6B shows "observed” phases (+ symbols) and “predicted phases (o symbols).
- the observed E x amplitudes and phases are simulated using an anisotropic earth model (which is the correct model for the subterranean structure).
- the predicted E x amplitudes and phases are inverted from the isotropic earth model, which is the incorrect model for the subterranean structure.
- the observed phase data points are separated from the predicted data points, which correctly reflect the fact that the isotropic earth model is not the correct model.
- Fig. 7C shows curves 702 and 704 that represent the true horizontal and vertical resistivities, respectively, while the curves 706 and 708 represent the horizontal and vertical resistivities of an anisotropic model. As can be seen in Fig. 7C, the anisotropic model resistivities are close to the true resistivities.
- Fig. 7A shows "observed” E x amplitudes (+ symbols)
- FIG. 7B shows "observed” phases (+ symbols) and “predicted phases (o symbols).
- the observed E x amplitudes and phases are simulated using an anisotropic earth model (which is the correct model for the subterranean structure).
- the predicted E x amplitudes and phases are inverted from the anisotropic earth model, which is the correct model for the subterranean structure.
- the observed E x and phase data points match the predicted data points, which correctly reflects the fact that the anisotropic earth model is the correct model.
- Fig. 8 is a flow diagram of a process of analyzing content of a subterranean structure, according to an embodiment.
- Radial electric field measurements are received (at 802), by the controller 129, from EM receivers.
- total magnetic field measurements are also received (at 804) by the controller 129.
- Receiving the total magnetic field measurements can refer to receiving total magnetic field measurements from a magnetometer (or multiple magnetometers), or to receiving component magnetic field
- the received radial electric field measurements and total magnetic field measurements are provided (at 806) to an analysis software executable in the controller 129 to enable a determination of electrical resistivity anisotropy of the subterranean structure.
- the magnitude, depth, and distribution of the electrical resistivity anisotropy are determined by analyzing the electric field measurements and total magnetic field measurements. In some implementations, such analyzing can involve performing forward modeling and comparing modeled responses with the actual received measurements. The model can be iteratively adjusted until the modeled responses match the actual received measurements, including the electric field measurements and total magnetic field measurements.
- the determined electrical resistivity anisotropy can then be accounted for in the processing of EM data for determining characteristics of the subterranean structure 130 such that a representation (e.g., geological model) of the content of the subterranean structure 130 is produced.
- a representation e.g., geological model
- Fig. 9 illustrates an example arrangement of the controller 129, which can be a computer.
- the controller 129 includes analysis software 902 capable of performing various tasks discussed above.
- the analysis software 902 is executable on a processor 904, which is connected to storage media 906.
- the storage media 906 can store measurement data 908, including the electric field measurements and total magnetic field measurements discussed above.
- the processor includes microprocessors, microcontrollers, processor modules or
- processors can refer to a single component or to plural components (e.g., one CPU or multiple CPUs on one or multiple computers).
- Data and instructions (of the software) are stored in respective storage devices, which are implemented as one or more computer-readable or computer-usable storage media.
- the storage media include different forms of memory including semiconductor memory devices such as dynamic or static random access memories (DRAMs or SRAMs), erasable and
- EPROMs programmable read-only memories
- EEPROMs electrically erasable and programmable read-only memories
- flash memories EPROMs
- EPROMs electrically erasable and programmable read-only memories
- EPROMs electrically erasable and programmable read-only memories
- flash memories EPROMs
- EPROMs electrically erasable and programmable read-only memories
- EPROMs electrically erasable and programmable read-only memories
- flash memories flash memories
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Abstract
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Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| BR112012021986A BR112012021986A2 (en) | 2010-03-01 | 2011-03-01 | method for analyzing contents of an underground structure, system, and article |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US12/715,004 US8570044B2 (en) | 2010-03-01 | 2010-03-01 | Providing measurements to enable determination of electrical resistivity anisotropy of a subterranean structure |
| US12/715,004 | 2010-03-01 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| WO2011109432A2 true WO2011109432A2 (en) | 2011-09-09 |
| WO2011109432A3 WO2011109432A3 (en) | 2011-12-22 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| PCT/US2011/026739 Ceased WO2011109432A2 (en) | 2010-03-01 | 2011-03-01 | Providing measurements to enable determination of electrical resistivity anisotropy of a subterranean structure |
Country Status (3)
| Country | Link |
|---|---|
| US (1) | US8570044B2 (en) |
| BR (1) | BR112012021986A2 (en) |
| WO (1) | WO2011109432A2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2499397A (en) * | 2012-02-14 | 2013-08-21 | Statoil Petroleum As | Positioning towed underwater survey apparatus |
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| CN102822630B (en) * | 2010-02-12 | 2015-10-21 | 马夸特机械电子有限责任公司 | method for position measurement |
| US8378685B2 (en) * | 2010-03-22 | 2013-02-19 | Westerngeco L.L.C. | Surveying a subterranean structure using a vertically oriented electromagnetic source |
| US20120010818A1 (en) * | 2010-07-07 | 2012-01-12 | Alexander Edward Kalish | Collecting Control Source Electromagnetic Signals |
| US20120179372A1 (en) * | 2010-07-22 | 2012-07-12 | Alexander Edward Kalish | Collecting Control Source Electromagnetic Signals |
| US8836336B2 (en) | 2010-08-12 | 2014-09-16 | Westerngeco L.L.C. | Combining different electromagnetic data to characterize a subterranean structure |
| US9335432B2 (en) | 2010-08-30 | 2016-05-10 | King Abdulaziz City For Science And Technology | Semi-permeable terrain geophysical data acquisition |
| US8928324B2 (en) * | 2011-12-27 | 2015-01-06 | Pgs Geophysical As | In-line and broadside marine electromagnetic surveying |
| US9733380B2 (en) * | 2014-04-07 | 2017-08-15 | Cgg Services Sas | Method and system for broadband measurements using multiple electromagnetic receivers |
| US10725199B2 (en) | 2017-05-10 | 2020-07-28 | Pgs Geophysical As | Noise reduction for total field magnetometer measurements |
| RU2724364C1 (en) * | 2019-10-21 | 2020-06-23 | Общество с ограниченной ответственностью "МГУ-геофизика" (ООО "МГУ-геофизика") | Method of multicomponent electromagnetic survey in water area and system for implementation thereof |
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| US4617518A (en) * | 1983-11-21 | 1986-10-14 | Exxon Production Research Co. | Method and apparatus for offshore electromagnetic sounding utilizing wavelength effects to determine optimum source and detector positions |
| MY131017A (en) * | 1999-09-15 | 2007-07-31 | Exxonmobil Upstream Res Co | Remote reservoir resistivity mapping |
| WO2002021161A2 (en) * | 2000-09-02 | 2002-03-14 | Em-Tech Llc | Measurements of electrical properties through non magnetically permeable metals using directed magnetic beams and magnetic lenses |
| US6573722B2 (en) * | 2000-12-15 | 2003-06-03 | Schlumberger Technology Corporation | Method and apparatus for cancellation of borehole effects due to a tilted or transverse magnetic dipole |
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| US7557581B2 (en) * | 2003-11-05 | 2009-07-07 | Shell Oil Company | Method for imaging subterranean formations |
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| GB2438430B (en) * | 2006-05-22 | 2008-09-17 | Ohm Ltd | Electromagnetic surveying |
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| WO2008028083A2 (en) * | 2006-08-30 | 2008-03-06 | The Regents Of University Of California | Method and system for detecting and mapping hydrocarbon reservoirs using electromagnetic fields |
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| BRPI0918084A2 (en) * | 2008-09-24 | 2015-12-01 | Exxonmobil Upstream Res Co | method and system |
| US20100109671A1 (en) * | 2008-11-03 | 2010-05-06 | Bruce Alan Hobbs | Method for acquiring controlled source electromagnetic survey data to assist in attenuating correlated noise |
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| US8267031B2 (en) * | 2010-02-24 | 2012-09-18 | Pgs Geophysical As | Tension management control system and methods used with towed marine sensor arrays |
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2010
- 2010-03-01 US US12/715,004 patent/US8570044B2/en not_active Expired - Fee Related
-
2011
- 2011-03-01 WO PCT/US2011/026739 patent/WO2011109432A2/en not_active Ceased
- 2011-03-01 BR BR112012021986A patent/BR112012021986A2/en not_active IP Right Cessation
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2499397A (en) * | 2012-02-14 | 2013-08-21 | Statoil Petroleum As | Positioning towed underwater survey apparatus |
Also Published As
| Publication number | Publication date |
|---|---|
| WO2011109432A3 (en) | 2011-12-22 |
| US8570044B2 (en) | 2013-10-29 |
| US20110210743A1 (en) | 2011-09-01 |
| BR112012021986A2 (en) | 2016-06-07 |
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