EP0468984A1 - Vorrichtung zum erzeugen elastischer wellen in einem körper und zur seismischen prospektion - Google Patents

Vorrichtung zum erzeugen elastischer wellen in einem körper und zur seismischen prospektion

Info

Publication number
EP0468984A1
EP0468984A1 EP90905465A EP90905465A EP0468984A1 EP 0468984 A1 EP0468984 A1 EP 0468984A1 EP 90905465 A EP90905465 A EP 90905465A EP 90905465 A EP90905465 A EP 90905465A EP 0468984 A1 EP0468984 A1 EP 0468984A1
Authority
EP
European Patent Office
Prior art keywords
frequency
sound
loudspeaker
elastic waves
frequency range
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Withdrawn
Application number
EP90905465A
Other languages
German (de)
English (en)
French (fr)
Inventor
Franz Prof. Dr. Thyssen
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Publication of EP0468984A1 publication Critical patent/EP0468984A1/de
Withdrawn legal-status Critical Current

Links

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01VGEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS; TAGS
    • G01V1/00Seismology; Seismic or acoustic prospecting or detecting
    • G01V1/02Generating seismic energy

Definitions

  • the invention relates to a device for generating elastic waves in a body and for seismic prospection with at least one airborne sound source.
  • Soil geophysical methods of investigation are known, e.g. seismic and dynamic soil investigations with which layer boundaries, deposits and cavities can be localized in the subsurface.
  • the investigations can be carried out from the surface of the site or in boreholes and are used for large-scale outcrops.
  • the wave propagations in the subsurface and their speeds are measured.
  • seismic waves are generated by artificial excitation, e.g. by explosions in air (US Pat. No. 2,912,060) or by vibrators, which propagate underground, are broken and reflected at the geological interfaces and back to the earth's surface return where they are registered with geophones.
  • the waves arrive with different running times. From this, the structure of the subsurface can be determined with great accuracy, down to depths of several kilometers, with the corresponding measuring effort.
  • the disadvantage of known methods is that that the surface layer is only recorded with a low resolution down to a depth of one hundred meters, with this soil layer being of particular interest, for example because of the exploration of the subsoil, the location of cavities, the mapping of archaeological sites and the mapping of contaminated sites. Since this uppermost layer is the most inhomogeneous layer of earth, it has also led to disturbances in the measurement signals in the hitherto known prospecting methods for greater depths, so that a correction of the measurement signals was necessary.
  • An underwater location system is known from US Pat. No. 3,237,151, in which airborne noise is generated by an aircraft flying over the location area.
  • the aircraft can also be provided with a siren, the sound of which is picked up by couplers floating on the water surface, which use the ultrasound frequencies for an active sonar signal, hydrophones arranged below the coupler picking up the reflected ultrasound signals.
  • the invention has for its object to provide a device of the type mentioned, which enables better resolution of the measurement signals in the depth range up to 100 m.
  • the features of the main claim serve to achieve this object.
  • the use of an electro-magnetic loudspeaker working in the frequency range between 100 and 1500 Hertz enables the prospection to be optimized to a desired depth of penetration in layers near the surface, which advantageously enables an examination and mapping of layers and deposits near the surface up to a depth of 100 meters with high Resolution is possible.
  • the device according to the invention has the advantage of being inexpensive and simple. With short sound impulses, the noise pollution is extremely low.
  • the device can be assembled in an extremely compact manner, which makes it particularly suitable for measurements in urban areas, not least because of the low noise pollution. Since the device uses sophisticated technical elements, it is also highly reliable.
  • the airborne sound preferably has an arbitrarily selectable amplitude and frequency characteristic within the specified range.
  • the airborne sound can be varied within the frequency range 100 to 1500 Hz with regard to frequency, waveform, intensity curve, sound pulse sequence, etc.
  • the adaptation of the amplitude and frequency characteristics makes it possible to achieve a resolution in the dm range in the upper layers and in the m range in deeper layers, whereby measurements not only in the solid rock but also in the loose rock are possible.
  • a higher frequency generally leads to a higher resolution but also to a lower penetration depth.
  • the preferred application of the device is in high-resolution reflection measurements in structures near the surface in loose and solid rock up to a depth of about 100 m. It allows these structures to be imaged with great accuracy using their reflective properties.
  • the device can be used in the usual way for mapping, profile measurement, com-on-mid-point measurement and for vertical seismic profiling.
  • the resolution of the measurement signals allows e.g. the static correction of seismic signals which are falsified by the inhomogeneous layer near the surface.
  • the high resolution also enables the device to be used for site investigation, for mapping old sites, for mapping archaeological sites or for recording and checking aquifers.
  • the signal generator consists of a signal generator with selectable amplitude and frequency characteristics, whereby the frequency, the waveform and intensity as well as the temporal intensity curve as well as the repetition rate, pulse train but also continuous pulses can be set in an advantageous manner and thus adapted to body properties in order to provide a high-resolution measurement signal receive. Frequency-modulated sound waves can also be generated.
  • the airborne sound source has at least one loudspeaker arranged at an adjustable distance from the body, which is decoupled from the body via a soft suspension.
  • the adjustable height makes it possible to avoid resonances, the attachment of the loudspeakers via a soft suspension, for example soft rubber buffers, resulting in a virtually complete decoupling of the chassis of the airborne sound source from the body to be examined.
  • An impedance converter can be arranged between the body and the loudspeaker and / or a structure-borne sound sensor. This impedance converter reduces reflections on the body surface and improves the coupling of the sound impulses.
  • An intermediate layer can be arranged between the impedance converter and the body, which facilitates displacement of the loudspeaker or the structure-borne sound sensor.
  • the intermediate layer makes it possible to shift measuring devices, namely the sound source on the one hand and sound pickups on the other hand, onto the body surface, so that various measurement signal evaluation methods, such as mapping, profile measurement and common mid-point measurements, can be used.
  • the structure-borne noise transducers can also be arranged at different depths in the body to be examined, thereby permitting highly precise speed measurements and e.g. with geophysical application an exact devil assignment for the calibration of the measuring method.
  • Geophones with a natural frequency ⁇ IOO Hertz can be used as structure-borne sound sensors.
  • the noise level at low frequency, e.g. from traffic-related vibrations is reduced.
  • the natural frequency of the geophones is chosen to be as high as possible in order to exclude low-frequency noises.
  • the invention is explained in more detail below with reference to the single figure.
  • the figure shows a movable arrangement 1 of a loudspeaker 2 which is suspended at an adjustable height above the floor 3 in a suitable frame construction 4.
  • Decoupling devices for example soft suspensions, are provided in the frame for decoupling the loudspeaker from the ground. In this way, the generation of surface waves is reduced and the signal form generated by the loudspeaker is fed into the loose and solid rock of the ground 3 essentially undisturbed.
  • the loudspeaker chassis 6 can be connected to the decoupled part of the frame 4 via an additional decoupling device 7.
  • an impedance converter 8 can be attached to the base 3 in a fixed or movable manner below the loudspeaker 2. With many loose rocks, however, an impedance converter 8 can be dispensed with. The conversion of airborne sound into structure-borne sound is only supported to the extent necessary by the impedance converter 8.
  • the reflected echo signals are received in the usual way with structure-borne sound transducers 9 on the floor 3, which can also be adapted in terms of their impedance via a fixed or movable impedance converter 10.
  • Geophones with a natural frequency> 100 Hertz are preferably used.
  • the signals from the structure-borne noise transducers 9, for example the geophone, are amplified by an amplifier 12 which can be controlled by a computer 11 and fed to the computer 11 via an A / D converter 14.
  • the signal is generated by a signal generator 16, the output signal of which can be adjusted with regard to amplitude, frequency, waveform and frequency modulation and is supplied to the electromagnetic loudspeaker 2 via a power amplifier 17.
  • the signal can also be generated via the computer 11, by means of which an even better variation of the signal characteristics is possible.
  • the digital signals from the computer 11 are fed to the power amplifier 17 via a D / A converter 18.
  • loudspeakers it is also possible to provide these loudspeakers with different signals, e.g. different frequency to supply.
  • the output power of the amplifier 17 should be at least 500 W. With regard to the frequency, it can generally be said that a higher frequency results in a higher resolution, albeit with a somewhat lower penetration depth. The penetration depth is correspondingly higher at lower frequencies.
  • the computer 11 also serves to register the measured values, coordinate the emitted signal pulses and the received reflection pulses, temporarily store and evaluate the results, etc. With the aid of the computer 11, signal stacking can also be carried out, which is very precisely reproducible because of the negligible deformation of the body 3.
  • a current generator 19 can be provided to supply power to the electrical devices.
  • the sound source arrangement 1 and the structure-borne sound recording device 20 can be arranged displaceably on the floor 3 via an intermediate layer 22 arranged between the arrangements and the body or floor 3.
  • the structure-borne noise transducers 9 can also be arranged in a bore in different depths in order to enable very precise speed measurements and thus depth assignments in the sense of a calibration of the measuring devices.

Landscapes

  • Engineering & Computer Science (AREA)
  • Remote Sensing (AREA)
  • Physics & Mathematics (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Acoustics & Sound (AREA)
  • Environmental & Geological Engineering (AREA)
  • Geology (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • General Physics & Mathematics (AREA)
  • Geophysics (AREA)
  • Geophysics And Detection Of Objects (AREA)
EP90905465A 1989-04-21 1990-04-10 Vorrichtung zum erzeugen elastischer wellen in einem körper und zur seismischen prospektion Withdrawn EP0468984A1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE3913178A DE3913178C1 (zh) 1989-04-21 1989-04-21
DE3913178 1989-04-21

Publications (1)

Publication Number Publication Date
EP0468984A1 true EP0468984A1 (de) 1992-02-05

Family

ID=6379177

Family Applications (1)

Application Number Title Priority Date Filing Date
EP90905465A Withdrawn EP0468984A1 (de) 1989-04-21 1990-04-10 Vorrichtung zum erzeugen elastischer wellen in einem körper und zur seismischen prospektion

Country Status (8)

Country Link
EP (1) EP0468984A1 (zh)
CN (1) CN1046609A (zh)
AU (1) AU5418590A (zh)
DD (1) DD299681A5 (zh)
DE (1) DE3913178C1 (zh)
PL (1) PL284872A1 (zh)
WO (1) WO1990013051A1 (zh)
ZA (1) ZA903004B (zh)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4340130A1 (de) * 1993-11-25 1995-06-01 Wolfgang Dipl Ing Miegel Verfahren zur Ortung von Strukturen
FR2766929B1 (fr) * 1997-07-30 1999-10-22 Daniel Odin Source d'excitation sismique pour l'exploration d'une structure geologique, installation d'exploration sismique d'une structure geologique et equipement de surveillance de cavites geologiques
CN107797160A (zh) * 2017-09-01 2018-03-13 上海交通大学 弹性波和电磁波ct勘测数据联合分析系统及方法

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2912060A (en) * 1955-04-19 1959-11-10 Sun Oil Co Seismic prospecting
US3237151A (en) * 1963-07-08 1966-02-22 Lockheed Aircraft Corp Underwater detection by interface coupling
US3547218A (en) * 1968-09-11 1970-12-15 Ferris F Hamilton Method of generating seismic impulses
US3727717A (en) * 1971-08-24 1973-04-17 Continental Oil Co Air coupled seismic energy generator
CA1017049A (en) * 1972-10-16 1977-09-06 Bolt Beranek And Newman Method of and apparatus for radiant energy measurement of impedance transitions in media, for identification and related purposes
US3984805A (en) * 1973-10-18 1976-10-05 Daniel Silverman Parallel operation of seismic vibrators without phase control
GB2043896B (en) * 1979-03-05 1983-11-02 Seismograph Service England Seismic vibrator control

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO9013051A1 *

Also Published As

Publication number Publication date
WO1990013051A1 (de) 1990-11-01
CN1046609A (zh) 1990-10-31
ZA903004B (en) 1991-01-30
DD299681A5 (de) 1992-04-30
AU5418590A (en) 1990-11-16
DE3913178C1 (zh) 1990-07-12
PL284872A1 (en) 1991-01-14

Similar Documents

Publication Publication Date Title
DE69202511T2 (de) Geophysikalisches Prospektieren.
Gabriels et al. In situ measurements of shear‐wave velocity in sediments with higher‐mode Rayleigh waves
DE69016452T2 (de) Vorrichtung für seismisches kabel.
DE3916593A1 (de) Verfahren und vorrichtung zur messung azimutaler anisotropieeffekte unter verwendung von mehrpoltransducern
DE112011102495T5 (de) Seismisches Erfassungsverfahren zur Modentrennung
US8400874B2 (en) Method for combined active source and passive seismic imaging for subsurface fluid movement mapping and formation characterization
DE69010952T2 (de) Identifikationsverfahren von Brüchen in der Formation um eine Bohrlochverrohrung.
US3066754A (en) Single frequency prospecting
Liu et al. Upper Mississippi embayment shallow seismic velocities measured in situ
DE3913178C1 (zh)
DE3106345A1 (de) Verfahren und vorrichtung zur messung der schallfortpflanzungseigenschaften von erdformationen
Keiji et al. S wave velocity in the ground and the damping factor.
DE2640002A1 (de) Verfahren zum bestimmen der ausbreitungsgeschwindigkeiten von wellen im boden
Hildebrand et al. Comparison of seismic reflection and ground‐penetrating radar imaging at the controlled archaeological test site, Champaign, Illinois
EP0031196A1 (en) Underwater seismic source and its use
JPH06294793A (ja) 地層の物理特性の音響波を用いた非破壊測定方法
Jongmans NEAR‐SOURCE PULSE PROPAGATION: APPLICATION TO Q‐DETERMINATION 1
US11644594B2 (en) Surveying with low frequency impulse sources
Bishop et al. Seismic Tomographic Imaging of a Buried Concrete TARGET1
O’Neill et al. Rapid shear wave velocity imaging with seismic landstreamers and surface wave inversion
Hartantyo A test of mobile weight-drop for surface wave seismic data acquisition
Murphy et al. Attenuation from seismic refraction surveying as a ground investigation aid
Pernod et al. Mini-sparker as a source in seismic models
CN116338767A (zh) 基于可控震源的标量横波震源装置及其数据采集处理方法
Chen A single-well profiling tool and tube wave suppression

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

17P Request for examination filed

Effective date: 19910904

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT CH DK FR GB IT LI NL SE

17Q First examination report despatched

Effective date: 19920930

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN

18D Application deemed to be withdrawn

Effective date: 19931026