WO2013149308A1 - Short range borehole radar - Google Patents
Short range borehole radar Download PDFInfo
- Publication number
- WO2013149308A1 WO2013149308A1 PCT/AU2013/000360 AU2013000360W WO2013149308A1 WO 2013149308 A1 WO2013149308 A1 WO 2013149308A1 AU 2013000360 W AU2013000360 W AU 2013000360W WO 2013149308 A1 WO2013149308 A1 WO 2013149308A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- borehole
- drill
- electromagnetic
- radar
- drill rod
- Prior art date
Links
- 238000000034 method Methods 0.000 claims abstract description 38
- 238000003384 imaging method Methods 0.000 claims abstract description 32
- 230000015572 biosynthetic process Effects 0.000 claims abstract description 25
- 230000004044 response Effects 0.000 claims abstract description 3
- 238000005553 drilling Methods 0.000 claims description 50
- 239000011435 rock Substances 0.000 claims description 35
- 238000013507 mapping Methods 0.000 claims description 27
- 238000005422 blasting Methods 0.000 claims description 16
- 238000005259 measurement Methods 0.000 claims description 15
- 238000002310 reflectometry Methods 0.000 claims description 9
- 229910000859 α-Fe Inorganic materials 0.000 claims description 6
- 230000008859 change Effects 0.000 claims description 5
- 230000008878 coupling Effects 0.000 claims description 4
- 238000010168 coupling process Methods 0.000 claims description 4
- 238000005859 coupling reaction Methods 0.000 claims description 4
- 238000001514 detection method Methods 0.000 claims description 3
- 238000011068 loading method Methods 0.000 claims description 3
- 238000012544 monitoring process Methods 0.000 claims description 2
- 230000009467 reduction Effects 0.000 claims description 2
- 238000013519 translation Methods 0.000 claims description 2
- 230000001360 synchronised effect Effects 0.000 claims 1
- 238000005755 formation reaction Methods 0.000 description 17
- 238000009527 percussion Methods 0.000 description 12
- 238000005065 mining Methods 0.000 description 11
- 238000013459 approach Methods 0.000 description 8
- BASFCYQUMIYNBI-UHFFFAOYSA-N platinum Chemical compound [Pt] BASFCYQUMIYNBI-UHFFFAOYSA-N 0.000 description 8
- 239000012530 fluid Substances 0.000 description 7
- 238000004519 manufacturing process Methods 0.000 description 7
- 230000008569 process Effects 0.000 description 7
- 238000011161 development Methods 0.000 description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 6
- 238000002592 echocardiography Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 4
- 238000003491 array Methods 0.000 description 4
- 230000005284 excitation Effects 0.000 description 4
- 229910052697 platinum Inorganic materials 0.000 description 4
- 239000000523 sample Substances 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 230000008901 benefit Effects 0.000 description 3
- 238000006243 chemical reaction Methods 0.000 description 3
- 230000000295 complement effect Effects 0.000 description 3
- 238000007598 dipping method Methods 0.000 description 3
- 238000003306 harvesting Methods 0.000 description 3
- 238000002955 isolation Methods 0.000 description 3
- 229910001416 lithium ion Inorganic materials 0.000 description 3
- 208000019300 CLIPPERS Diseases 0.000 description 2
- HBBGRARXTFLTSG-UHFFFAOYSA-N Lithium ion Chemical compound [Li+] HBBGRARXTFLTSG-UHFFFAOYSA-N 0.000 description 2
- 230000002547 anomalous effect Effects 0.000 description 2
- 239000012267 brine Substances 0.000 description 2
- 208000021930 chronic lymphocytic inflammation with pontine perivascular enhancement responsive to steroids Diseases 0.000 description 2
- 238000005520 cutting process Methods 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 239000002360 explosive Substances 0.000 description 2
- 239000007789 gas Substances 0.000 description 2
- PCHJSUWPFVWCPO-UHFFFAOYSA-N gold Chemical compound [Au] PCHJSUWPFVWCPO-UHFFFAOYSA-N 0.000 description 2
- 229910052737 gold Inorganic materials 0.000 description 2
- 239000010931 gold Substances 0.000 description 2
- 239000010438 granite Substances 0.000 description 2
- 231100001261 hazardous Toxicity 0.000 description 2
- 230000006872 improvement Effects 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 229920000642 polymer Polymers 0.000 description 2
- 238000012545 processing Methods 0.000 description 2
- 230000001902 propagating effect Effects 0.000 description 2
- 230000001681 protective effect Effects 0.000 description 2
- HPALAKNZSZLMCH-UHFFFAOYSA-M sodium;chloride;hydrate Chemical compound O.[Na+].[Cl-] HPALAKNZSZLMCH-UHFFFAOYSA-M 0.000 description 2
- 125000006850 spacer group Chemical group 0.000 description 2
- 230000002269 spontaneous effect Effects 0.000 description 2
- 230000002159 abnormal effect Effects 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 210000000481 breast Anatomy 0.000 description 1
- 239000003990 capacitor Substances 0.000 description 1
- 230000009194 climbing Effects 0.000 description 1
- 239000004020 conductor Substances 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000013500 data storage Methods 0.000 description 1
- 230000034994 death Effects 0.000 description 1
- 231100000517 death Toxicity 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000009189 diving Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 230000007717 exclusion Effects 0.000 description 1
- 238000000605 extraction Methods 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- 238000010304 firing Methods 0.000 description 1
- 230000004907 flux Effects 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000691 measurement method Methods 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 230000000116 mitigating effect Effects 0.000 description 1
- 230000006855 networking Effects 0.000 description 1
- 238000012805 post-processing Methods 0.000 description 1
- 230000005855 radiation Effects 0.000 description 1
- 230000000246 remedial effect Effects 0.000 description 1
- 230000004043 responsiveness Effects 0.000 description 1
- 229920006395 saturated elastomer Polymers 0.000 description 1
- 230000001953 sensory effect Effects 0.000 description 1
- 238000004088 simulation Methods 0.000 description 1
- 238000001228 spectrum Methods 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 230000001502 supplementing effect Effects 0.000 description 1
- 230000002459 sustained effect Effects 0.000 description 1
- 238000012546 transfer Methods 0.000 description 1
- 230000001052 transient effect Effects 0.000 description 1
- 238000004804 winding Methods 0.000 description 1
- 230000003245 working effect Effects 0.000 description 1
Classifications
-
- 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
- G01V3/18—Electric or magnetic prospecting or detecting; Measuring magnetic field characteristics of the earth, e.g. declination, deviation specially adapted for well-logging
- G01V3/30—Electric or magnetic prospecting or detecting; Measuring magnetic field characteristics of the earth, e.g. declination, deviation specially adapted for well-logging operating with electromagnetic waves
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21B—EARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B47/00—Survey of boreholes or wells
- E21B47/002—Survey of boreholes or wells by visual inspection
Definitions
- the present invention relates to electromagnetically mapping while drilling a borehole and in particular relates to the imaging of faulted formations close to the driller and/or the drill, for example within a few metres of a drill rod that is collared in the wall of an underground tunnel or stope.
- the UG2 reef in South Africa's Bushveld Igneous Complex which supplies about half world platinum, is a shallow-dipping sub-meter thick chromitite plate which, leaving local defects like potholes and faults aside, is remarkably consistent over a 300km span.
- Figure 1 A just above the UG2 in its immediate hanging wall, there are weak parting planes known as the triplets, through which UG2 rock-bolts must be driven to reach competent rock.
- Figure IB illustrates the operating environment of a narrow underground stope in a deep South African gold mine.
- Gold and platinum miners are vulnerable to rock-falls which typically develop from flat extension fractures, that are driven by cantilevering at the stope face, and from bedding plane fractures that develop on weakness planes like the triplets shown in Figure 1 A. They are also vulnerable to rock-bursts, which may develop if on the approach of a face to a fault, the near-vertical extension fractures that form to relieve stresses become crowded, the vertical foliations thin, then buckle violently.
- Miners can take steps to reduce rock-burst and rockfall risks, such as grouting, diving or climbing early through competent rock before entering brecciation or realigning the face to avoid extensive sudden slippage along a stope face by carrying the fault at an angle, however this is so only if they know of a fault's existence, its position, orientation, throw, and can estimate brecciation of its margins, & its paleo- stressed state well before they meet it.
- cover boreholes are often drilled ahead of tunnel and or shaft development prior to mining. Such holes, which are drilled at a slight angle ( ⁇ 5°) to the proposed development line are typically between 50m and 150m long. Such cover boreholes are monitored at their collars often with
- methanometers to detect the release of gases. Their collars are also watched closely to detect the first signs of water flow. However, to detect fluid-bearing faults and other reservoir housing structures, currently, cover holes must actually pierce them.
- FIG 2 shows a low-profile "jumbo" percussion drill. Drills of this type can drill coverholes up to 50m long in 2-3 hours if they are equipped with drill rod carousels. However many "jumbos" are set up to drill matrices of shallow (2-3m deep) blast holes in minutes with a single rod, typically 4.8m long. After drilling one of these blast-holes, if knowledge of rock ahead is limited, additional rods are sometimes added manually to probe a short distance, perhaps 7m ahead, say for any faults that might release fluids uncontrollably after the blast.
- VHF-UHF bistatic borehole radars used to date have been over 5m long, while comparable monostatic borehole radars have been about 1.8m long. Such devices struggle to provide useful synthetic aperture radar sweeps of boreholes only 3 to 7 metres long.
- existing bistatic borehole radars typically have a minimum radial range of about 2m due the offset between transmitter and receiver.
- Existing monostatics typically have a minimum range of 5m, due to the receiver being saturated by the transmitted pulse. Thus disabled, for a short time period reflections from any object closer than 5m away from the borehole are lost.
- the present invention provides a method of imaging a formation from an underground borehole, the method comprising:
- the present invention provides a system for imaging a formation from an underground borehole, the system comprising:
- At least one drill rod for driving a drill bit from the underground stope
- At least one paired electromagnetic transmitter and receiver which are electromagnetically coupled to the drill rod at or proximal to an entrance to the borehole, and configured to launch electrical or electromagnetic signals onto the drill rod within the borehole and to store a response so as to obtain an electromagnetic map of the borehole imaging features of the formation which are less than substantially 5 metres away from the borehole.
- the formation may be any object of immediate or near-immediate relevance to miners from underground boreholes, such as faults, weak interfaces, or fluids under pressure.
- the boreholes may be short 2- 10m blast holes, roof-bolt holes, or longer 7- 150m coverholes.
- the electromagnetic mapping method may comprise one or more of time domain reflectometry (TDR), frequency domain reflectometry (FDR), short range borehole radar (BHR), single point resistivity (SPR) involving ohmic and/or displacement currents, and a form of guided wave radar using electromagnetic surface waves which are guided tightly, weakly or leakily along the axis of a borehole that contains a conductor, such as a wire, a drill rod, or even brine and known collectively, here at least, as Barlow-Goubau-Sommerfeld (BGS) modes.
- TDR time domain reflectometry
- FDR frequency domain reflectometry
- BHR short range borehole radar
- SPR single point resistivity
- BGS Barlow-Goubau-Sommerfeld
- this invention may be employed to provide a near- real-time stope rock fall hazard reduction tactical mapping tool. Such a tool may be utilised to detect and/or aid tactical BHR surveying of close in targets, for example. Additionally or alternatively, some embodiments may provide other applications such as the use of signal processing means to store and process echoes, in order to detect and advise miners while drilling or shortly thereafter of, for example, anomalous BGS TDR back scatter from foliations developing in front of a face, unexpected BHR
- BGS TDR can, for example be used to: secure and issue geostopping warnings to coverhole drillers who may be working in hazardous fissured ground; detect faults and other interfaces that lie near normal to the axes of 100+m rotary drill reconnaissance holes; map faults using either airleg or mechanized 7m - 60m percussion coverholes and blastholes and/or; build BGS & BHR maps of critical interfaces such as the base of the 2nd triplet from data shot in arrays of typically 2m airleg blast holes .
- the measurement traces acquired are held along with related time stamped drill bit positional information within the electromagnetic device in local memory for subsequent translation into strip fault maps before the faults are exposed by blasting.
- data may also be collected by local or distributed area networks.
- Preferred embodiments deploy both SPR and BGS techniques in order to detect faults lying near-normal to the borehole, and BHR imaging to better detect interfaces like the UG2's triplets that near-parallel borehole axes
- a still further application of the present invention is in mapping roof-bolt boreholes during drilling, using SPR, BHR and/or BGS modes either simultaneously or individually so as to map potential partings in the roof by roof-bolting machines as they operate.
- Some embodiments may further comprise, for example after drilling, manually pushing a tactical bistatic BHR survey with a good small minimum range (Rmin), into a short blast hole.
- Manual deployment on a dielectric rod may be speed- controlled by a mechanical or electro-mechanical clutch, motor or "governor” at the collar of the drill rig.
- R m i n of the BHR is preferably less than 5m, more preferably less than 2m, most preferably less than 50cm, and for example may be between 20-30 cm.
- Embodiments utilising BGS modes may launch signals by any suitable means such as a horn antenna encircling the drill rod; a proximal coupling from a BHR in an adjacent hole onto the drill rod during drilling of the borehole being mapped; a Rogowski coil encircling the drill rod, or driving an in-line gap of the drillstring (provided such a gap is resistant to force from the drill). It is noted that the launching means may excite not only the expected mode - e.g.
- proximal launching allows the transceiver electronics to be positioned in an already drilled borehole proximal to the borehole being drilled and mapped, this substantially eases the need to mechanically protect the transceiver electronics from the large mechanical forces applied by the drillstring.
- ferrite rings and/or wire-meshes may be usefully deployed on the drillstring short of the borehole's collar to encourage electromagnetic propagation into the rock and to discourage the propagation of electromagnetic energy towards the drill rig and the driller, in the stope.
- the present invention may be employed to monitor and/or optimise the stroke of a percussion or rotation drill as it drills a borehole.
- the method of the present invention further comprises obtaining SPR and/or BGS and/or SP measurements, and time-synchronizing those measurements to the stroke of the drill.
- a synchronizing signal following the stroke of the drill can be obtained by filters, clippers, amplifiers and/or accelerometer suitably mounted on or coupled to the drill rig. Should the drill undesirably be operating with too little thrust, this can be detected for example by observing spikes in resistivity occurring when the drill bit recoils and loses contact with the drilled rock face. If under-thrust is detected, the drill stroke can be adjusted and optimised in a feedback loop.
- Stroke optimisation is important in narrow underground stopes as the drill may need to be small enough to be handled manually, and may therefore have limited power budget, optimisation of which may effect valuable increases not only in drilling rate, but also potentially in drill rod and drill rig fatigue life.
- Some embodiments of the present invention may thus provide support and improved safety for miners in narrow underground stopes, by enabling electromagnetic mapping of surrounding formations and/or drill operation, during the normal underground drilling process and thus without significantly impeding normal mining processes.
- the present invention provides a borehole radar for short range imaging, the borehole radar comprising:
- a power source comprising one or more compact high energy density batteries; a receiver configured to remain on during transmitter operation, and having a front-end rectifier chain configured to ensure soft receiver saturation in the presence of large transmitter signals and to provide a high receiver dynamic range; and
- the antennas may be isolated electromagnetically if and when where appropriate either spatially or by ferrite loading wherein the borehole radar is elongate to fit within boreholes and is less than substantially 2 metres in length.
- the batteries may each comprise a lithium ion polymer battery, such as a lOOOmAh battery having dimensions of 70 x 24 x 6 mm 3 . Some embodiments may utilise four such batteries to power the transmitter and three such batteries to power the receiver.
- the borehole radar is preferably less than about 1.5 metres in length. Such a radar length permits short range operation of the order of R m i n ⁇ 30 cm, and allows EM probing and mapping of underground stope blast holes of 3 to four meters in length, and cover-holes of about 7 metres length, rather than only mapping lengthy exploratory holes. It may be found desirable, for example when surveying in an array of blast- holes, to operate the transmitter and the receiver in different boreholes, both located in close proximity to the borehole being surveyed.
- the link between the receiver's front end and the analog-to-digital converter ADC may be furnished with some means of companding the signal as it is amplified; for example by feeding amplifier output into a potential divider made of two resistors in series, feeding the ADC from the mid-point of the divider, and placing a back-to- back diode pair in series with the resistor which bridges the ADC.
- the diode pair will fire, and the potential divider will operate as such only when the instantaneous voltage exceeds a set threshold. Back-to-back diodes recover rapidly and cleanly after firing.
- the borehole may be a blasthole drilled in a reef stope, with radar imaging being undertaken prior to explosive blasting.
- the formation to be imaged may comprise the roof body above a stope in order to assess roof stability and required stabilisation measures.
- the present invention thus recognises that the rock volumes which are investigated by blast-holes, pilot and cover boreholes can be expanded, economically and without significantly altering existing mine infrastructure or processes, by employing borehole radars or the like within or proximal to the cover-holes or even within blast-holes prior to blasting. It recognises that maps can be derived at least semi- automatically by linking together geo-registered gathers of signals, recorded for example on a succession of days, weeks, months, as a stope, an ore drift, a tunnel is progressively developed.
- Figure 1A illustrates the UG2 reef strata
- Figure IB generally illustrates the operating environment of a narrow underground stope
- Fig 2 shows a low-profile twin boom development drill
- FIG. 3 illustrates a sturdy compact bistatic borehole radar (BHR) in accordance with one embodiment of the invention
- Figure 4 illustrates a second imaging tool in accordance with another embodiment
- Figures 5 a to 5 c illustrates another embodiment of the present invention in which time-domain reflectometry is used to effect measurement-while-drilling
- Figure 6 illustrates BGS mapping before blasting of a blast-hole near the top of the UG2 reef in another embodiment
- Figure 7 illustrates proximity coupled BGS mapping of a blast-hole before a burn-cut, in accordance with a further embodiment
- Figure 8 shows a BHR image of faults imaged by the device of Fig 3;
- Figures 9a to 9b are BHR profiles shot with a BHR of the form of that in Figure 3, pushed on drill rods into a borehole that passes through a kimberlite dyke;
- Figure 10 illustrates a radar trace obtained by use of BGS modes, in another embodiment
- FIG 11 illustrates yet another embodiment in which BGS electromagnetic wave waves are coupled to a drill string by fitting a Rogowski coil to an underground drill rig;
- Figure 12 illustrates a further embodiment of the invention relating to the optimisation of drilling efficiency
- Figures 13 and 14 illustrate mapping of micro faulting during roof-bolting using leaf antennas and a horn antenna, respectively.
- Figure 15 illustrates another embodiment in which a triaxial cable antenna is provided for imaging narrow boreholes.
- the present invention provides a low- cost universal retrofit kit for raising miner safety, by imaging with tactical borehole radars, time-domain reflectometers and single point resistivity tools while drilling underground in confined stopes in tabular reefs, seams or dykes, with percussion and rotary blast-hole and cover-hole drilling rigs.
- FIG. 3 illustrates a sturdy compact 10-125 MHz band bistatic borehole radar (BHR) (300) which is 1.25m long.
- the BHR (300) uses for a power source lithium ion polymer batteries having capacity 1000 mAh and dimensions 70x24x6 mm 3 , which are ideally sized for mounting beneath a BHR receiver's PCB.
- Li Ion batteries are provided in series for the transmitter, and three in series for the receiver.
- BHR 300
- the transmitter and receiver antennas are made up with impedances, that are distributed axially and profiled to broaden system bandwidth by reducing dipole axial reverberation. It is possible to insert ferrite rings to raise mutual isolation between transmitter and receiver.
- the 1.25m long radar (300) has a ⁇ 30 cm minimum range, which represents a significant improvement over the 5 m minimum range of previous borehole radars.
- the receiver circuitry is ON, though its gain may be temporarily reduced, throughout the transmit cycle.
- the receiver undergoes a soft saturation during the transmit cycle, and this is achieved by using a chain of fast back- to-back diodes, that compand overload signals in order to preserve dynamic range by avoiding clipping by overdriving the ADC.
- the reduced device size and improved receiver circuitry operates to allow observation of reflections from nearby objects and effects a ⁇ 30 cm minimum range.
- the BHR 300 thus provides one imaging tool suitable for use in accordance with the present invention.
- uses include intra-borehole post-drilling radar surveys of blast-holes, coverholes or exploration holes, or extra-borehole surveys-while-drilling for example by placing the BHR 300 in a stationary position in an adjacent borehole to the hole being drilled and utilising proximity coupling and taking sequential differential measurements as drilling progresses.
- the bistatic radars of the type shown in Fig 3 are typically 1.5m but, rock properties permitting, potentially significantly shorter than this. They are small compared to many borehole radar bistatics currently in service. They are short enough to be handled easily in confined stopes, and to build up synthetic apertures from stored signals shot in blast-holes and/or (given accurate trace geo-registration) blasthole arrays. Imaging well in much same wideband VHF spectrum as current reconnaissance borehole radars, at short- and mid- ranges, without necessarily or significantly losing the long range capability of suits the length and inclination limits that apply to tactical boreholes which are drilled from the sharp ends of narrow stopes. Thus, small radars enable probing of short blast holes instead of requiring exploratory holes, which presents some important benefits.
- the present embodiment further recognises a unique application of short range imaging from short boreholes, such as 3 to 6m long blastholes.
- short boreholes such as 3 to 6m long blastholes.
- a "jumbo" percussion drill such as shown in Figure 2 is often used to drill arrays of shallow blast holes to permit the stope face to be progressively blasted free in order for the mine to progress.
- Variants of the procedure are known as fire-driving or burn cutting, in the context of tunnelling and drifting; and as breast-mining in the case of stoping.
- the present embodiment recognises that such blastholes can, prior to blasting, be used in a number of ways to examine and/or map variations in surrounding formations such as strata above. Indeed, in some embodiments such electromagnetic mapping can be performed while the blasthole is being drilled so that mapping does not delay the normal mining process in any significant way.
- FIG 4 schematically illustrates another imaging tool 400 in accordance with the present invention which may be used to complement, or as an alternative to, the BHR 300 of Figure 3.
- Tool 400 is a "snap-on" mapping-while-drilling transceiver, the horn at the front-end of which could be driven (in part) by some of the modules in the borehole radar in Figure 3 to effect SPR & TDR BGS surveying at low cost and retrofitable to existing drilling systems.
- the drill rods pass through the centre of two toroids 410, 412, and a horn antenna 420.
- the transducers 410, 412, 420 are each configured to couple electromagnetically with the drill string 430 but are isolated from it mechanically to avoid subjecting the transducers to the high drilling forces as the drillstring 430 drills into the face of an underground narrow stope 440.
- the transducers 410, 412, 420 may be excited or operated synchronously with the drill for example being strobed by the drill's mechanical excitation, using the filtered, clipped, amplified output of an accelerometer on the drill frame.
- the horn may be filled, usefully, with a dielectric of permittivity/shape/thickness matched to that of rock.
- the components of tool 400 allow VHF or UHF -band electronic radar pulses to be launched onto the drill string 430 through the horn 420, gated in time to reflect from and interrogate the drill bit 432, say, as it physically recoils from the end- of-hole (at approx. 67Hz for a typical percussion drill).
- Rock crushing may be monitored by varying the relative phase between the drill stroke and the probe signals which are transformer-coupled onto the drill rod by the rear Tx toroid 410.
- the front Rx toroid 412 senses signals reflected from the drill-bit and thus allows monitoring of drill operation and can enable drill stroke optimisation, for example by increasing drill stroke or thrust if under-thrust is detected.
- additional receiver toroids may be mounted elsewhere in the proximity, for example on the drill rig's roof supports and floor supports which are or may be in physical and electrical contact with the roof and floor, respectively.
- This arrangement allows comparison of currents circulating in the hanging roof and the footwalls and may for example allow guided drillers to estimate the vertical position of the bit in a reef or a seam.
- a resistivity map showing geological variations in strata could be computed from potential changes sensed by electrode arrays in adjacent boreholes as drilling progressed.
- the toroids 410, 412 and the horn antenna 420 can coexist and can for example be used sequentially so that both EM launching options are available for the application concerned.
- the present embodiment is thus a snap-on tool which fits to existing drill rigs and requires little or no modification of drill rigs already in place.
- This embodiment thus proposes that two technologies, SPR surveying and BGS time domain reflectivity, can be built; into a module which snaps onto & turns existing blast & cover-hole rigs; to run tactical surveys, while drilling or soon thereafter, either independently or in combination with other geophysical memory logging devices such as low minimum range, miniature borehole radars.
- On-board data storage would facilitate either post processing, or near-real time processing, to warn say of unusually high BGS TDR clutter rates, or abnormal phase changes in the BGS bit-reflection, which might respectively herald the convergence of the stope on a rock-burst-prone shear fracture (as in Figure IB) or the approach of the drill bit to a high-pressure fluid- bearing fault.
- the data harvest may be combined with data flows from other machines using perhaps a data networking system such as WiFi, BlueTooth, Zigbee, to achieve the syndication of sensory information with positional information that is needed to create a cost-effective mapping while-drilling system, which without interrupting ore production in any significant way is capable of generating maps cost-effectively and fast enough to enable before blasting the concentration of ground control assets such as rock-bolts and rapid yield props onto the arrest of impending rock- falls in narrow stopes, before they are induced by blasting.
- a data networking system such as WiFi, BlueTooth, Zigbee
- horn antennas are directional, in the sense that they drive energy preferentially in one direction along a drill rod, but toroids typically are not.
- the toroids 410, 412 could be made more directional by winding a ring of ferrite (or multiple rings) on one side i.e. above the toroid (to the left of the toroid in the view of Figure 4) so that more energy goes down (into the hole) than up (towards the drill motor etc).
- the dielectric contrast between rock and air, aided if needs be by wire mesh screens can be used to isolate the drill rig from the drill string electromagnetically
- Figure 5 illustrates another embodiment of the present invention, in which time-domain reflectometry is used to measure-while-drilling (MWD) a 7m cover-hole being pushed ahead of a face advancing into unknown territory.
- MWD multi-while-drilling
- FIG 5 a the low- profile mechanized "jumbo-drill" of Figure 2 is shown in side elevation in an ore drift, drilling a 7m coverhole.
- the tool 400 of Figure 4 is against the face and is functioning as a TDR-MWD transceiver.
- Substantially continuous BGS pulses one pulse being portrayed at 510 in flight from the TDR-retrofit cone 420 to the drill bit 532, survey vertical fractures in the rocks through which they fly in reflection; separably a
- the percussion drill can, if equipped with a carousel of drill rods, be inclined upwards to drill the "tactical survey hole" 542 in two hours.
- Electromagnetic mapping techniques can be applied during and/or after drilling of tactical hole 542 in order to image the surrounding formation.
- the predominantly axial modes of a BGS survey run while drilling, by placing a memory logging borehole radar close to the collar of a near-by short blasthole may be used to monitor structures ahead of the bit and to locate near-vertical fractures and other interfaces through which the bit has just passed, precisely.
- a subsequent BHR radar survey run say immediately post-drilling by tripping the drill rods out and screwing the same borehole radar on a spacer rod onto the leading drill rod in place of the bit, might return a profile of the general form illustrated in Figure 5C, interpretation of which annotated in the Figure, could be carried out on site.
- the present invention importantly recognises and verifies that it is possible to image a target outside a tabular ore body, from a borehole radar or the like which operates close to or even inside that ore body.
- the driller can thus learn that, despite a short rise in the kimberlite dyke immediately ahead of the production drift face, the mine angle should counter intuitively be planned to head early downwards through the divided section of reef 550, as trackless mining machinery can typically only negotiate slopes of less than 1 in 9.
- the long tactical hole(s) 542 need only be drilled when short coverhole mapping so indicates, improving operational productivity. It is also notable that drilling and mapping the extra tactical 28m borehole 542 can be completed in the space of a few hours (approx. 3 hours), which is a fraction of the time that would be wasted if the mine plan maintained elevation or started to rise so as to follow the initial reef rise.
- An individual BHR could thus be used to let UG2 or kimberlite faults, walked upon at stope level, be stalked individually, and might allow splays, partings or grabens to be probed from short drift boreholes.
- the angles of a stope's approach to faults can be optimized if fault orientation is known by this technique. Automating data harvesting and possibly interpretation means that much of this could be done without special skills and without significantly disrupting production.
- Figure 6 (not to scale) illustrates BGS mapping before blasting of a 3m blast- hole near the top of the UG2 reef.
- the BGS modes are transceived and recorded by the bolt-on unit depicted schematically in Figure 4, and the survey is performed during drilling of the blasthole so that no additional sequential steps are required and mine production is not slowed.
- Figure 6 shows a section through a typical part of the UG2 reef with overhead triplets. Imaging options include short range radar, reflection imaging or the like, with the goal of locating the interface to competent roof strata as it is critical that all roof bolts are securely held.
- short range imaging functionality is critical, as it can be of the order of centimetres in distance between the drill bit and critical overlying features such as the thin weak chromitite planes that separate pyroxenite layers in Figure 6.
- the EM "bubble" during reflection can be envisaged as surrounding the end of the drill.
- steady state signatures such as the EM signatures of drill rod joints and vertical faults
- fractures and/or triplet deviations passed by the drillbit can be brought out, for example by spatially filtering to emphasize change.
- This embodiment further enables the possibility of using data harvested by retrofitted TDR-MWD devices, either stored locally or communicated back to base with WiFi, ZigBee, BlueTooth or the like, and processed together with local in-stope blast-rig geo-registration, either measured or deduced by dead-reckoning with the aid of a drilling plan, to map on a hole by hole and blast by blast basis the proximal fracture patterns and triplet elevations on every breast-mine stope; all without disrupting production.
- Such maps could be particularly useful on the Merensky Reef or the UG2, where potholes are hidden, and dangerous to approach for thin UG2 host layers selectively, and weakness planes in the roof shift unforeseeably.
- FIG. 7 illustrates another embodiment exploiting the fact that underground blastholes in narrow stopes are usually in close proximity to one another.
- a borehole radar can be positioned in an already-drilled 3 metre blasthole 710, during drilling of a 7 metre cover hole 720.
- BGS modes can be launched on the drill string as it drills hole 720, by way of proximity coupling from the borehole radar positioned in the adjacent or nearby blasthole 710. Electromagnetic mapping during drilling of hole 720 can thus be effected.
- Fig 7 shows a DD220L blasthole rig driving a 7m hole into a face.
- a BHR radar of the type shown in Figure 3 lies 50cm below the 7m hole, out of mechanical harm's way, in the first of a set of 3m blastholes that will eventually be drilled as part of a "burn cut".
- inventions of Figure 6 and 7 may be simply adapted to provide automated mapping, in 3D, of hazards in the roof-strata immediately above tabular ore bodies. This can be effected by mounting a high resolution short-range tactical radar in the carousel of the mechanized blast hole rig. After drilling a 3m blast hole, the rig can retrieve the radar and a spacer rod, and insert these into the hole. The hole can then be scanned, with measurements being recorded onboard the radar and geo-registered to the local site, and this data from that blast-hole being returned to an in-cab processor for conversion into a 3D map.
- Such a 3D map can be iteratively constructed as drilling and blast stages progress, in substantially real time, and may thus be suitable to warn blasters and rock bolters of water in-rush hazards or roof weakness-plane elevation changes, or potholes, or unusual patterns of mining induced fractures in time to enable them to take remedial action, say by selecting longer resin-bolts.
- FIG 8 we show a BHR image of faults imaged by the device of Figure 3, as seen from a shaft pilot hole.
- Sub-vertical reflectors can be tracked easily over a radial distance of out to 25+m from the borehole. That their echoes close to the borehole are precise, devoid of ghosting or reverberation is owed to the borehole radar antenna design freedom that is opened up by small, high energy density batteries.
- the echoes can be tracked almost to the apices of the sharp peak features ("A's") at their borehole wall intercepts, at which location it is noted that wireline images and cores can give positive identification to complement the survey and orient at least some reflecting planes in three dimensions.
- A's sharp peak features
- Fig 9(a) is a BHR profile, shot with the bi-static of the form of that shown in figure 3 pushed on the rods into a kimberlite borehole. Sharp apex A's in the zoomed in gather in Fig 9 (b) further confirm its close-in performance.
- Fig 9(b) shows, usefully, that the echo highlighted in Figs 9(a) still is "heard" when the radar submerges into kimberlite. Echoes in kimberlite in Fig 9(c) confirm the kimberlite dyke's
- the present embodiments recognise that if mapping while drilling in underground stopes is to be of any use, it must become operationally transparent. This might be effected for 2m blast holes by using either Rogowski coils or tapered coaxial horns fixed to the boom, encircling but mechanically decoupled from the drill steel, to either reflect very wide band (say ⁇ 100-500MHz) EM pulses from the drilling bit, or to work monochromatically at lower frequencies, driving the drill rod say into quarter- wave resonance.
- High resolution short range radars of the type shown in Figure 3 could work in harness with low profile mechanized blast-hole drills and similar semi- automated rigs to illuminate the task facing blasters and roof-bolters. With such radars loaded in their carousels, they could make hanging wall weakness plane 3D maps effortlessly, updated instantaneously for the better guidance of roof-bolters.
- the borehole radar of Figure 3 having a reduced minimum range, makes it possible for a wideband borehole radar in a blasthole in proximity to a drill rod to transceive broadband electromagnetic pulses onto that drill rod without significant loss of bandwidth. Further, this device permits the rock properties pertinent to the safe, efficient economical operation of a tabular underground mine to be deduced by recording and then translating recorded EM traces. Measurements can be converted into a map of faults, be they near-normal to, or quasi-parallel to, blast holes drilled in patterns at the end of a drift or on the breast of narrow stopes.
- Such a map can be extended in near-real time, using WiFi or other means of relaying traces from the radar transceiver(s) to a remote computer loaded with a-priori data. In turn, such a map can be applied tactically almost immediately, and before blasting, to the prediction and mitigation of hazards that might otherwise overwhelm ground control measures.
- Comparable or supplementary maps might be created in some embodiments of the present invention by replacing or supplementing the BHR with other imaging devices such as a low frequency toroid or a dielectrically UHF coaxial horn.
- FIG 10 illustrates the essential differences between BHR and BGS data.
- the two gathers of BHR (left) and BGS (right) traces were shot in succession in a vertical borehole in the Bushveld platinum fields, using the same borehole radar, suspended on a dielectric cord and a conducting wire respectively.
- the most prominent feature on the BHR gather is labelled 1002 in Figure 10 It is a radar echo from a thick water-bearing fracture, which converges slowly on the borehole, meeting it 220m from the collar at 1004, terminating there, apparently in a ⁇ 20m thick conducting, mineralized layer through which the borehole passes, near-normally.
- Maps deduced from BHR and BGS gathers, singly or together, can reveals the density of fractures before blasting a stope face and can, therefore enable ⁇ advance planning of say required roof bolting, or the selective use of overhead protective strike netting, or other such measures in the rock-fall susceptible sections.
- Selective use of overhead protective strike netting gives a significant benefit as compared to the time and expense of constant use when the scale of operations in South Africa alone is about 700,000 blast holes a day.
- Imaging options include enhancing the detection of change in the state of rocks in the vicinity of mining operations by say the subtraction of traces or trace gathers, shot at different times to monitor processes such as the injection of grouts or the flow of broken rock down ore passes, and/or to warn miners say of faults or foliations that develop as mining stresses in the vicinity of stopes shift either by intent or by accident.
- FIG 11 illustrates another embodiment, in which electromagnetic wave radar resistivity (EWR) is effected by fitting a Rogowski coil 1102 to the underground drill rig 1100.
- the Rogowski coil 1102 is an air-cored solenoid, fed from one end. Normally one lead is connected to the coil directly while the other lead is run back up the centre of the solenoid to reduce EM pickup from stray EM fields.
- the solenoid is provided as an open loop which can be passed either side of the drill pipe, and which can then be bent to close the solenoid loop and for example held together with a suitable releasable snap-fit arrangement.
- the magnetic fields generated by the solenoid 1102 align with axial currents in the drillpipe 1104 itself, permitting the generation of EM probe signals travelling down the drill pipe 1104 to or towards the drill bit.
- the air core of the Rogowski coil 1102 is beneficial in this embodiment because this leads to low inductance and therefore good
- FIG. 12 illustrates a further embodiment of the invention relating to drilling efficiency. If a drillbit bounces free during its rebound from the end of the hole, input mechanical energy will resonate between the ends of the drill rod, reducing fatigue life. Though their respective cutting actions differ markedly, both percussion and tricone drill bits both engage rhythmically with the rock at the bottom of the borehole. During contact, electrons can pass between bit and rock, and so insight into the state of play downhole can be secured by synchronizing SPR and BGS measurements with drill rod rotation and/or percussion.
- a suitable synchronizing signal could be derived with the aid of filters, limited, clippers, amplifiers, from an accelerometer on the rig.
- Percussive drilling is efficient in hard, brittle rock. The kinetic energy of a relatively slow moving piston is transformed -through an effective taper or step - during impact of a reciprocating piston with the out-bye end of the drill rod, to strain energy in a fast moving strain pulse within the drill steel. Rock beneath the bit spalls, probably in tensile brittle failures both along arches between the PCD buttons on the bit and during the rebound at the end of the hole, to the strike of the strain pulse. The transfer of strain pulse's energy into broken rock is inefficient.
- Drilling rate in narrow- seam short-hole blasting is limited by the need for 4kW top-hole hammers light enough to be manually handled & still deliver ⁇ 10W/mm 2 to the bit.
- Heavy ⁇ 20kW top-hole blast-hole hammers can lift drilling rates to >2m/min.
- the embodiment of Figure 12 aims to synchronise the use of time domain radar so as to "address" the rock at times at which the bit is actually in contact with the rock.
- the EM “bubble” obtains a measurement in much less time than that for which the bit contacts the rock. In this embodiment, such measurements are made at different times during the percussion cycle.
- the driller's aim is to prevent the bit from breaking free from the rock (as shown in the "under thrust” trace of Fig 12B) because that return energy is wasted and wears out the drill.
- the resistivity it can be determined, either manually or automatically how sustained is the contact of the bit with the rock, and therefore whether the drill is operating in an under thrust state which should be corrected, and potentially, change thrust automatically.
- the digital store might be used either singly or while simultaneously accumulating radar data to accumulate seismic and other BHR imaging near equivalent echoes, where the seismic might be pulsed or derived by striking the end of the drill string with an intelligent percussion hammer, which might even be programmed to either sweep frequency or otherwise impulse- equivalent encode percussive beats as a pseudo-random sequence, could be used to scan strata elastically.
- Near-monochromatic (CW) radar may be employed in some embodiments where it is desired to detect deviations in roof strata that near-parallel a drill bit.
- Pulse radar, swept or stepped frequency radars or fluxes of electrons or gamma rays or active and/or passive magnetic field detectors may alternatively be employed in some embodiments, singly or simultaneously.
- Figure 5 c confirms the surprising result that a tabular dipping, granite-hosted, gently dipping kimberlite ore body of about 3 metres thickness is borehole radar transparent. While intra-dyke two-way losses are large, they prevent imaging only if the top dyke is thick enough for loss to approach the BHR system's dynamic range.
- the present embodiments also recognise and verify (Figs 9a-b) that many reefs and dykes such as the UG2 reef and the Snap Lake dyke are similarly translucent, and in turn recognise that the triplets & other planes of weakness are open to borehole radar profiling from blast-holes, before blasting ever occurs, using propagation modes transceived by a small & short range borehole radar or the like.
- Figure 13 illustrates the need, during roof-bolting, of insight into micro- faulting.
- Leaf-spring-like Vivaldi horns indicated at 1302 and illustrated further in Figure 13b, are embedded in a dielectric slab either side of the drill collar. While a percussion blasthole drill rod might carry 20kW of vibrational power, it can pass through such leaf-spring antennas without touching either. Terminals on the left and right springs, respectively launch up-going waves and receive down-going reflections as shown in Figure 13c.
- FDTD simulation suggests that asymmetric modes launch readily in end-fire, hit the plane reflector, & are recaptured by the receiving antenna.
- an impulse applied between the left leaf-spring antenna (Tx) and the drill rod creates a clearly asymmetric up-going pulse, guided by the drill rod 1304.
- a receiver attached to the right hand leaf spring antenna (Rx), detects the down-going reflection from at or beyond the drill bit. Note that the drill rod, between the antennas, slightly but usefully shields the Rx from the Tx thereby assisting receiver isolation.
- leaf spring antennas can be modified as required, for example by being shaped such as Vivaldis, by carrying loadings to minimize reverberation, by being corrugated to raise efficiency, and/or by being immersed in a dielectric plastic plate one edge of which could usually be pressed against the plane roof of a stope, irrespective of the angle of the drill rod to the stope.
- BGS mode excitation may be launched by a nearly conventional horn, by using a particular form of horn excitation.
- two terminals are provided at the top of the horn, one on the horn and the other on the drill rod. Exciting these terminals creates a dimple in surface current, and produces the assymmetry that is evident in the guided wavefield shown in Figure 14. This is advantageous as it has been recognised that asymmetric modes launch relatively easily from the drill bit.
- FIG. 15a illustrates a coaxial cable antenna which may be beneficially employed for imaging a narrow borehole, such as a 28mm diameter roof-bolt hole.
- a suitable transmitter source (not shown) drives an
- the central guide 1502 of a "triaxial" cable is surrounded by a ground sheath 1504, and is terminated by a chain of resistors 1506 which are configured to maximise the field energy radiated from and present at the active tip of the cable when the pulse is applied, as shown in Figure 15b.
- the resistors 1506 are reactively linked capacitively and inductively to the outer sheath 1508 of the triaxial cable, which then carries the resulting waveform back along the coaxial cable to a receiver (not shown).
- the elements 1506 in particular comprise a lumped element "antenna" comprising a coiled leaky-feeder, a capacitor, and a short Wu-King resistor chain.
- the coaxial cable may be protectively mounted in an electromagnetically suitable flexible hose to provide robustness for repeated insertion into multiple roof-bolt holes.
- the triaxial configuration shown, providing a ground sheath 1504 separating the transmit path 1502 and the receive path 1508, may be particularly suitable for assisting in providing sufficient isolation of sensitive receiver electronics from a high power transmitter pulse.
- Figure 15b shows a snapshot of the E Y field that develops at the end of the coaxial cable of Figure 15a when a pulse is fired by a transmitter 1512.
- Figure 15c is a sequence of FDTD strobe-shots of EY (Y horizontal) at 400 ps intervals during development of the "end-of-probe" pulse, in the triaxial antenna of Figure 15a.
- the energy separates into three portions 1520, 1522 and 1524.
- Energy 1520 is tightly guided between 1504 and 1508 and is down-going, energy 1522 is weakly guided, or even leaky GBS guided, outside sheath 1508, while energy 1524 propagates freely upwardly.
- Each of these three modes may interact with the surrounding formation, such as the triplets of the UG2, in a measurable way.
- this device critically from the view point of roof-bolt drillers in the UG2, can map weak planes that are too thin to be detected reliably by conventional freely propagating pulses from a borehole radar, while using holes that are too thin to be entered easily if at all by a conventional borehole radar.
Abstract
Description
Claims
Priority Applications (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CA2868602A CA2868602A1 (en) | 2012-04-05 | 2013-04-05 | Short range borehole radar |
AU2013243242A AU2013243242A1 (en) | 2012-04-05 | 2013-04-05 | Short range borehole radar |
ZA2014/07422A ZA201407422B (en) | 2012-04-05 | 2014-10-14 | Short range borehole radar |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AU2012901362A AU2012901362A0 (en) | 2012-04-05 | Short range borehole radar | |
AU2012901362 | 2012-04-05 |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2013149308A1 true WO2013149308A1 (en) | 2013-10-10 |
Family
ID=49299872
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/AU2013/000360 WO2013149308A1 (en) | 2012-04-05 | 2013-04-05 | Short range borehole radar |
Country Status (4)
Country | Link |
---|---|
AU (1) | AU2013243242A1 (en) |
CA (1) | CA2868602A1 (en) |
WO (1) | WO2013149308A1 (en) |
ZA (1) | ZA201407422B (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US9840898B2 (en) | 2013-12-13 | 2017-12-12 | Chevron U.S.A. Inc. | System and methods for controlled fracturing in formations |
NO20161021A1 (en) * | 2016-06-16 | 2017-12-18 | Well Id As | Downhole calliper tool |
WO2019141023A1 (en) * | 2018-01-16 | 2019-07-25 | 山东科技大学 | Method for determining range of dangerous rock formation of roadway ceiling |
US20210310780A1 (en) * | 2020-03-24 | 2021-10-07 | Indurad Gmbh | Method and device for controlled filling and inspection of blast holes |
EP4075106A1 (en) * | 2021-04-14 | 2022-10-19 | Welldata (Subsurface Surveillance Systems) Limited | Fluid detection |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3806795A (en) * | 1972-01-03 | 1974-04-23 | Geophysical Survey Sys Inc | Geophysical surveying system employing electromagnetic impulses |
GB2100544A (en) * | 1981-06-16 | 1982-12-22 | Ensco Inc | Radar drill guidance system |
WO2006015402A1 (en) * | 2004-08-10 | 2006-02-16 | Geomole Pty Ltd | Method and apparatus for monostatic borehole radar |
-
2013
- 2013-04-05 AU AU2013243242A patent/AU2013243242A1/en not_active Abandoned
- 2013-04-05 CA CA2868602A patent/CA2868602A1/en not_active Abandoned
- 2013-04-05 WO PCT/AU2013/000360 patent/WO2013149308A1/en active Application Filing
-
2014
- 2014-10-14 ZA ZA2014/07422A patent/ZA201407422B/en unknown
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3806795A (en) * | 1972-01-03 | 1974-04-23 | Geophysical Survey Sys Inc | Geophysical surveying system employing electromagnetic impulses |
GB2100544A (en) * | 1981-06-16 | 1982-12-22 | Ensco Inc | Radar drill guidance system |
WO2006015402A1 (en) * | 2004-08-10 | 2006-02-16 | Geomole Pty Ltd | Method and apparatus for monostatic borehole radar |
Cited By (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US9890627B2 (en) | 2013-12-13 | 2018-02-13 | Chevron U.S.A. Inc. | System and methods for controlled fracturing in formations |
US9840898B2 (en) | 2013-12-13 | 2017-12-12 | Chevron U.S.A. Inc. | System and methods for controlled fracturing in formations |
US10400568B2 (en) | 2013-12-13 | 2019-09-03 | Chevron U.S.A. Inc. | System and methods for controlled fracturing in formations |
US11119241B2 (en) | 2016-06-16 | 2021-09-14 | Well Id As | Downhole calliper tool |
NO342803B1 (en) * | 2016-06-16 | 2018-08-06 | Well Id As | Downhole calliper tool |
GB2565484A (en) * | 2016-06-16 | 2019-02-13 | Well Id As | Downhole calliper tool |
WO2017217866A1 (en) * | 2016-06-16 | 2017-12-21 | Well Id As | Downhole calliper tool |
GB2565484B (en) * | 2016-06-16 | 2021-05-19 | Well Id As | Downhole calliper tool |
NO20161021A1 (en) * | 2016-06-16 | 2017-12-18 | Well Id As | Downhole calliper tool |
WO2019141023A1 (en) * | 2018-01-16 | 2019-07-25 | 山东科技大学 | Method for determining range of dangerous rock formation of roadway ceiling |
US20210310780A1 (en) * | 2020-03-24 | 2021-10-07 | Indurad Gmbh | Method and device for controlled filling and inspection of blast holes |
EP4075106A1 (en) * | 2021-04-14 | 2022-10-19 | Welldata (Subsurface Surveillance Systems) Limited | Fluid detection |
GB2605809A (en) * | 2021-04-14 | 2022-10-19 | Welldata Subsurface Surveillance Systems Ltd | Fluid detection |
GB2605809B (en) * | 2021-04-14 | 2024-04-17 | Welldata Subsurface Surveillance Systems Ltd | Fluid detection |
Also Published As
Publication number | Publication date |
---|---|
ZA201407422B (en) | 2016-09-28 |
AU2013243242A1 (en) | 2014-10-30 |
CA2868602A1 (en) | 2013-10-10 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US7168508B2 (en) | Logging-while-coring method and apparatus | |
CN103995296B (en) | Transient electromagnetic method ground hole detection method and device | |
US7710820B2 (en) | Seabed seismic source apparatus | |
WO2013149308A1 (en) | Short range borehole radar | |
RU2015154669A (en) | DRILLING METHOD AND RELATED DEVICE | |
US20150053480A1 (en) | Kinetic penetrator beacons for multistatic geophysical sensing | |
US20160017702A1 (en) | Radar imaging of boreholes | |
WO2010132927A1 (en) | Forward looking borehole radar to determine proximity of adjacent interface of different seams or layers | |
CA3091474A1 (en) | Vibration while drilling data processing methods | |
NO20160432L (en) | Seismic acquisition system | |
EP3109400B1 (en) | Drill sensor system and method | |
US20050052949A1 (en) | Use of pattern recognition in a measurement of formation transit time for seismic checkshots | |
CN107436435A (en) | A kind of the GPR device and its detection method of single hole detection boulder | |
CN207249113U (en) | A kind of Ground Penetrating Radar device of single hole detection boulder | |
Zhou et al. | Conductively guided borehole radar wave for imaging ahead of a drill bit | |
US20150053481A1 (en) | Kinetic penetrator with a retrieval tether | |
US11947066B2 (en) | Fit for purpose measurement system for drill hole logging | |
Manacorda et al. | A bore-head GPR for horizontal directional drilling (HDD) equipment | |
Mason et al. | Borehole radar imaging in tactical support of miners working in very narrow stopes | |
Bray et al. | Using slimline borehole radar from cover holes | |
Zhou et al. | Fracture identification by reflected guided borehole radar waves | |
Sitorus et al. | Delineating Concern Ground in Block Caving–Underground Mine Using Ground Penetrating Radar | |
Kemp et al. | Imaging an orebody ahead of mining using borehole radar at the snap lake diamond mine, Northwest Territories, Canada | |
Moulton et al. | Basalt-flow imaging using a high-resolution directional borehole radar | |
Zhou | Applications of guided borehole radar waves |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
121 | Ep: the epo has been informed by wipo that ep was designated in this application |
Ref document number: 13772660 Country of ref document: EP Kind code of ref document: A1 |
|
ENP | Entry into the national phase |
Ref document number: 2868602 Country of ref document: CA |
|
NENP | Non-entry into the national phase |
Ref country code: DE |
|
ENP | Entry into the national phase |
Ref document number: 2013243242 Country of ref document: AU Date of ref document: 20130405 Kind code of ref document: A |
|
122 | Ep: pct application non-entry in european phase |
Ref document number: 13772660 Country of ref document: EP Kind code of ref document: A1 |