METHOD FOR DETERMINING THE POSITION OF SEISMIC STREAMERS IN A REFLECTION SEISMIC MEASURING SYSTEM

Abstract: In a method for determining the position of at least two seismic streamers (S1, S2) in a reflection seismic measuring system, hydroacoustic distance measurements are used which are taken by means of acoustic transceivers provided in vessels (1), buoys (8), floats (5), seismic sources (2) and in the seismic streamers (S1, S2). Absolute reference positions are determined by means of position determining equipment provided in at least two locations, for instance on a vessel or a float (5). The acoustic transceivers and the position determining equipment form a three-dimensional structure. According to the method the position determination takes place by trilateration between the acoustic transceivers and the determination of at least two reference positions. Therefore, there is no dependency on compass bearings or optical visibility, and high redundancy is obtained. The method is particularly suited for application in connection with three-dimensional marine seismic surveys. The method may be integrated with suitable surface navigation systems in order to find the reference positions and provide absolute positions at any point within a marginal error of 5 to 10 m.

Description: Method for determining the position of seismic streamers in a reflection seismic measuring system The invention relates to a method for determining the position of at least two seismic streamers in a reflection seismic measuring system, in connection with marine seismic surveys, the measuring system being of the type disclosed in the pre¬ amble of claim 1. Lately there have come into use three-dimensional exploration methods for marine seismic surveys. Such exploration methods place heavy demands on navigation and positioning and one is dependent on knowing the relative positions of seismic sources and the hydrophones of the seismic streamer with great pre¬ cision. In modern seismic exploration methods several sources and several seismic streamers are usually employed, and the mutual distances between these must also be determined with relatively high precision. The seismic sources and the seismic streamers are usually towed by one or more exploration vessels, and the exploration vessels' absolute position at any time is determined by means of surface navigation systems aboard the vessel or the vessels, these navigation systems preferably being land-based or satellite-based radio navigational systems which give a resolution below 0,5 m and a repeatable positioning accuracy of a few meters. It is then necessary to determine the position of the seismic streamers or in reality the position of the hydrophones of the seismic streamers with as high accuracy as possible, the basis for this position determination being the absolute position found by the navigational system of the vessel. A seismic streamer comprises a plurality of active streamer sections with known length and equipped with hydrophones or hydrophone groups with known location in the active sections. The seismic streamer is arranged between stretch sections, a fore stretch section being connected with a towing means on the taxing vessel, whereas a tailbuoy with means for de er- ining the position is provided at the end of the aft strech section.. The means may for instance be an active navigation system of the same type that is employed aboard the towing vessel or a microwave system, possibly combined with a gonio¬ meter. The position of the tailbuoy may also be determined by passive distance measurements between the towing vessel and the buoy, for instance by means of radar or laser reflec¬ tors. Now knowing the positions of the vessel and the tailbuoy, the position of the hydrophones in the seismic streamer is determined on the basis of the known length of the streamer, the known location of the hydrophones in the streamer and the orientation of the separate sections of the vessel and the tailbuoy. This orientation may * in principle be provided by taking a bearing between the vessel and the tailbuoy using compass devices aboard the vessel. However, due to swing of the seismic streamer caused by sea currents, an angular deviation between the streamer and the ship's bearing is generated. In practice the seismic streamer will hence have the shape of a plane or a spatial curve, but the said angular deviation may be determined by providing a plurality of magnetic compasses in the cable, typically for instance twelve compasses in a streamer of three kilometers length, and normally with a compass close to each end of the streamer. Compasses are also provided in the stretch section. The curve of the streamer may then be determined for instance by means of mathematical estimation in connection with compass bearings, known distances and section lengths. As a rule, however, the error in the actual distance to a streamer section will lie within the errors of the position determining system, referred to the navigation accuracy. At present a number of methods are employed or proposed to be employed, for determining the streamer's position, based on distance measurements in connection with compass bearings. One method is to determine supposed distances to the single streamer sections based on how much towing cable is being handed out from the towing vessel, at the same time as bearings ars taken with the magnetic compasses in the streamer. The method, however, is encumbered with substantial errors, since the stretch sections of the streamer may be stretched such that the distances may vary with about 10 to 15 m, and there are small possibilities of determining this discrepancy accurately. Changes in the course of the vessel will result in a poorer determination of bearing when the streamer with compasses starts to stretch as a result of the movement of the vessel. Norwegian patent application 83 1513 discloses a method for determining the position of a seismic streamer which is towed through the sea by a vessel. Herein azimuth and distance from the vessel to points on the seismic streamer are measured, and the coordinates of the points are calculated by means of these values. Furthermore, a hydroacoustic measurement method based on a ultra-short base line system is used, which is integrated with the gyro-compass of the vessel for azimuth and distance measurements against transponders, responders or similar devices provided on or in the seismic streamer. This method gives no measurement redundancy and there are hence limited possibilities of discovering errors in the system. Further, one is dependent on determining a reference bearing and this bearing must be taken with a gyro-compass having a limited accuracy. Another method which uses acoustic distance measurement techniques for determining the streamer position is described in the paper "Improving the accuracy of marine 3-D seismic surveys", Ocean Industry, January 1987. Here acoustic trans¬ ceivers provided on the fore end of the seismic streamer and at the seismic sources are used, while acoustic receivers are provided aboard the vessel. The determination of directions are made by compass bearings, but relatively acute intersecting angles give fairly large errors in the angle readings and in addition too few measurements for achieving sufficient redun¬ dancy and determination of measurement errors. A further hydroacoustic positioning system for two seismic streamers is disclosed by a report from Sonardyne Ltd. with the title "A. hydroacoustic system for precision tracking of twin hydro- phonic streamers" (re . : C/87/363) . This system provides more measurements so as to achieve a somewhat better redundancy than the aforementioned system. The determination of the direction takes place by compass bearings, but the bearings of the seismic streamer fore ends result in relatively acute angles having fairly large measurement errors. Additionally, the position of the seismic source is not determined. An acoustic distance measurement technique has also been applied to the problem of determining the horizontal profile of a towed seismic streamer. To that end US-PS No. 4 532 617 (Baecker & Bijou) discloses a system and a method based on using a slave vessel in addition to the towing vessel, acoustic transponders being provided in the vessels and along the seismic streamer. The positions of the vessels are determined and the distances between the vertices of a triangle formed by the vessels and a respective transponder on the streamers are found, allowing a representation of the profile of the streamer to be obtained. The method as taught by the publi¬ cation thus employs as per se known techniques, but the proposed system is not well suited for determining the position of several towed objects and would be hightly impractical to adopt for positioning tasks in a 3-D marine seismic surveying system employing more than one streamer. Systems wherein distance measurements are made by means of optical methods and microwave methods are also encumbered with a number of deficiencies. Using a laser one is dependent on optical visibility and both laser measurements and radio- goniometry must be used in connection with compass bearings, which in view of the measuring errors of the gyrocompass leads to inaccurate direction determinations. Furthermore, it is only possible to determine the position of floats, rafts, paravanes etc., i.e. devices which float on the surface of the sea. Thus, all the above-mentioned methods have certain disadvantages and deficiencies. Even if distances and absolute positions may be found with sufficient accuracy, these disad- vantages, however, are of such a nature that the methods do not furnish a general, total measuring accuracy or sufficient redundancy to achieve an accurate determination of the measuring errors. The object of the present invention is to provide a method for determining the position of at least two seismic streamers in a reflection seismic measuring system, so as to avoid the above-mentioned drawbacks and the necessity of using relatively inaccurate compass bearings, while at the same time advantageously achieving a better measuring redundancy and a far better detection of the occurring measuring errors. According to the present invention a method based on acoustic trilateration is used, i.e. the use of hydroacoustic distance measurements between a plurality of acoustic transceivers arranged in a suitable manner. At the same time at least two points of the measuring system are determined by means of surface navigation methods. These points may preferably be the exploration or towing vessel, a tailbuoy on the seismic streamer or even more advantageous, a float which is towed by the vessel in such a manner that it is located on the side of or near the beginning of the seismic streamer. Since all the units of the measuring system, whether being buoys, floats, seismic sources, vessels or seismic streamers, are more or less submerged, it is a fairly simple matter to measure the distance between these units below the surface by means of hydroacoustic distance measurements. Therefore acoustic transceivers are provided in every point, whose mutual dis¬ tances it is desired to determine, i.e. aboard the vessel or vessels on the seismic sources, on the end points of the seismic stretch sections and possibly also in the active sections of the seismic streamers and on the float or floats towed by the vessels as well as in the tailbuoys. For instance a vessel and a float or the vessel and a tailbuoy may now be suitably positioned by means of surface navigation systems. By means of distance measurements between the hydroacoustic measuring devices, i.e. the acoustic transceivers, a triangle network may be established, comprising the vessel or the vessels, floats, buoys, points on the seismic streamers and the seismic sources. Then a triangle network may be established bet-ween every measuring point and the measuring points of the triangle network may be referred to absolute reference positions, for instance the position of a vessel or a buoy. Hence the position of all the acoustic transceivers may be absolutely determined. The acoustic distance measurements may be integrated with the position determinations for instance in a computer system located aboard the vessel. Another advantage is that the hydroacoustic measuring system, i.e. the acoustic transceivers, may be based on standard units, for instance as provided by Navigation Technology, whereas the position determining tailbuoys or floats may be of the Syledis or Hyperfix type. By using a method for determining the position according to the above, one is wholly independent of compass bearings in order to find directions and orien¬ tations, and at the same time the method gives a better accuracy than other known systems, i.e. measurement accuracies in the distances of ± 1 m non-normalized repeatability within 2 to 3 m deviation and cross-line errors of 3 to 5 m in 300 at the most, which corresponds to that which is achieved with the best surface navigation systems. By providing a sufficient number of acoustic transceivers, a very high redundancy is achieved so that the measuring system will not go down or the positioning accuracy will not be influenced, even if local errors are caused by some of the acoustic transceivers falling out. The fact that the measuring system is over-determined, i.e. measurements may be taken from a number of points to one and the same point and vice versa, so that a plurality of different triangle networks are gene¬ rated, offers a possibility of performing a statistic analysis of the measurement errors, and any suitable statistic opti¬ mizing method may be used, for instance the least squares method, in order to choose the best values for distances and positions. The method according to the invention may be applied when severe! vessels are employed, and several seismic streamers and positions for seismic measuring equipment behind a plu¬ rality of vessels may be combined in the same triangle network. Furthermore, a continuous monitoring of registered positions may be undertaken, while at the same time determining the position of the measuring devices, i.e. the acoustic trans¬ ceivers, directly. The measuring system of the method according to the invention may advantageously be integrated in a telecommunication system which connects ship-based navigation and computer equipment with further position determining devices, and functions such as synchronizing, controlling and monitoring may then advantageously take place through this telecommunication system which also is used for transmitting measurement data. By means of suitable control software the measuring system employed with the method may suitably be adapted to discover and compensate measuring errors automatically. Normally the acoustic distance measurements are taken within a measuring cycle with a duration of 5 to 10 s and with regard to the seismic data collection. As the shot interval in seismic data surveys typically may be about 10 s, the acoustic distance measurements may advantageously lie within this interval, so that no problems with interference are encountered. But the acoustic transceivers operate typically in the frequency band 25 to 40 kHz, i.e. 8 to 9 octaves above the frequency of the seismic sources. Moreover, screw cavitation and air bubbles from the air gun may also cause errors in the hydroacoustic measurements, but with a sufficient redundancy while also the acoustic transceivers are given a favourable location in relation to such sources of error, these should in practice offer no problems. The above-mentioned objects and advantages are achieved by a method which is characterized by the features disclosed by claim 1. Further features and advantages are disclosed by the appended dependent claims. The method according to the invention may be more easily understood from the following description of some non-limiting examples of embodiments in connection with the appended drawing. Fig. 1 is a towing vessel towing two seismic streamers, only the fore end of the streamers being shown. Fig. 2 is the aft end of the seismic streamer according to Fig. 1. Fig. 3 illustrates two towing vessels which each tows two seismic streamers, only the fore part of each seismic streamer being shown. Fig. 4 is the aft part of the seismic streamers according to Fig. 3. Fig. 5 is a section of a triangle network for a vessel towing two seismic streamers. Fig. 6 is another section of the triangle network according to Fig. 5. Fig. 7 is a section of a triangle network for two vessels, each towing two seismic streamers. Fig. 8 is another section of the triangle network according to Fig. 7. Fig. 9 is a further second section of a triangle network for two seismic streamers. In every Figure the same reference numbers denote similar . parts, while in Fig. 5 to 9 a circle denotes an acoustic transceiver, a triangle a reference position and a circle in a triangle a reference position with an acoustic transceiver, a circle with a slanted arrow a compass, whole lines measured distances, double lines known distances and punctuated lines computed distances. In Fig. 1 there is shown an exploration or towing vessel 1 which tows two seismic streamers S-j_ and ≤2 and seismic sources 2. To the extension of the towing cable of one of the seismic sources 2 a float 5 is attached. Of the seismic streamers which are towed by a towing cable a first stretch section 3 is shown, followed by the fore active section 4. In Fig. 5 there is shown a section of a triangle network for the system in Fig. 1. The triangle network of Fig. 1 comprises the vessel 1, a seismic source 2, the fore stretch sections 3 of the seismic streamers S-j_ and S2 as well as a float 5. Aboard the vessel and the float 5 equipment is provided for position determination, while acoustic transceivers are provided aboard the vessel, at the end points of each of the stretch sections, on the seismic source and on the float, respectively, as shown. By using hydroacoustic measurements the mutual distances between the acoustic transceivers are now determined, the distances, as mentioned, being shown by whole lines. At the same time the positions of the vessel 1 and the float 5 are found and the distance between them, as shown by the punctuated line, is computed. The known positions of the vessel 1 and the float 5 are sufficient to determine the geographic ori¬ entation of all the triangles of the shown triangle network. It will also be understood that the triangle network may be generated by other triangles than those shown in Fig. 5, as in practice it is possible to measure all the mutual distances between the acoustic transceivers. In Fig. 2 the aft part of the streamers in the system in Fig. 1 is shown, S- j _ and S2 denoting the two seismic streamers, 6 a last active section of the seismic streamers, 7 the aft stretch sections and 8 tailbuoys connected to the aft stretch sections. Fig. 6 shows a triangle network for the system of Fig. 2. The provision of acoustic transceivers at the end points of the last active section 6 is seen, in other words also at the beginning of each stretch section 7. Further, there are provided acoustic transceivers in the tailbuoys 8 which are also provided with equipment for position determination. By means of these the distances between the tailbuoys 8, as shown by the punctuated line, are computed, whereas the other distances of the triangle network are determined by means of hydroacoustic measurements of the mutual distances between the acoustic transceivers, such as these distances are shown by whole lines. The triangle network is direction determined by means of the known positions of the tailbuoys 8. Also here it is evident that the triangle network may be generated in another way than the one shown. In Fig. 3 there are shown two towing vessels 1 which respec¬ tively tows two seismic streamers S-^, S2 resp. S3, S and further a plurality of seismic sources 2. The seismic streamers are designed in the same way as the system in Fig. 1. In Fig. 7 there is shown a triangle network for the system in Fig. 3. All whole lines denote distances in the triangle network found by * means of hydroacoustic measurements performed with the acoustic transceivers which are arranged as shown, i.e. at the end points of each stretch section 3 in each of the seismic streamers S^, S2, S3, S4, and at one of the seismic sources 2, as well as aboard the vessels 1. Two reference positions are determined by means of equipment for determining position aboard the two vessels 1 and provide in addition to the orientation of the triangle network also the computed distance between the vessels 1, as shown by the punctuated line. Also in this case the triangle network may be generated in other ways than the one shown by measuring other mutual distances between the acoustic transceivers. Thus, it is easy to see that a high degree of measurement redundancy is achieved. Fig. 4 shows for the same system as in Fig. 3, the end sections of each of the seismic streamers S ] _, S2, S3 and S4, the last active section 6 in each seismic streamer and the following aft stretch section 7 being shown, as well as tailbuoys 8 connected to each strech section 7. are subjected to inadmissible noise or other sources of error. If the redundancy comes into full effect because of a sub¬ stantial degree of over-determination and several different triangle networks are generated, a statistical optimation of measuring errors may be performed and by means of statistical optimization procedures the best values of positions and distances in the triangle network may be determined, which may lead to an improved accuracy in the determination of the position of the seismic streamers. If after all the equipment for determining the position should fail at one or more measuring points or the position data for one or more measuring points for some reason or other should fall out, it is still possible to perform a position determination of the seismic streamers by using for instance a single reference position combined with a compass bearing. Then it is possible to use compass bearings at an angle where the measurement error may be relatively small, so that the error in the distance computed in this manner will also become relatively small. This means that the intersecting angle should not be too acute. A practical example of a position determination involving a compass angle and a reference position is shown in Fig. 9. Here 6 denotes the last active sections of the two seismic streamers S-^, S2, 7 is the aft stretch section of the seismic streamer S-j_, 8 is the tailbuoy connected to this stretch section which also is provided with a compass. The reference position is determined with the equipment for position determination provided in the tailbuoy 8, and the triangle network is generated by distance measurements with acoustic transceivers provided in the tailbuoy 8 and on the end of the last active section 6, respec¬ tively. However, since one has only one reference position, the direction of the triangle network must be determined by the compass angle α which must be obtained by for instance a magnetic compass provided in the stretch section 7. However, the angle α has a value which gives a good relative measurement accuracy, for instance with a compass error of 0,5°, it will be only 1,25% for an angle α equal to 40°. The ft rt (t P rt Pi Z P Φ cn Φ μ- ro Hi rt P P p. tr ω rt t O TJ P O O cn O tD rt Z 3 p. tr r tr tr tn μ φ μ- Ω P rt μ rt Cfl P tr rt tr Φ • <: rt tr O P O Ω Hi Hi Φ Hi tr tr P P φ ro ro Φ H- ft H rt Pi μ μ rt μ φ μ* O rt Pi μ O z Φ tn 0 μ* φ ro •- P P H φ H μ- Φ o μ* μ- rt o P Φ μ Φ cn ro tn P rt ct cn rt rt P rt μ cn 3 3 P P μ < •d p μ tn 3 tr ω P rt μ O QJ Φ < 3 p. tn tr tr 3 tr tr Pi σ tr p. φ P Φ rt 3 H Φ o 3 P Φ P 3 P 3 ro P σ rt Φ φ μ* Φ Φ p. p. Φ CD P P- tQ <t P Φ μ- μ- μ- Φ rt J rt μ μ- o H- μ* Ω φ *d μ • ; H μ- Ω in Φ ( Q cn P tr Pi μ P Φ m P μ μ o Φ 3 P. Hi P O μ μ - * * : Ω cn Φ i- 1 3 rt rt rt H 3 ro o Pi P Φ φ rt - P cn o H 4 P P O μ rt P cn O Φ P ro μ P P μ- ct Pi μ- rt P Z Ω - P cn rt μ Φ rt rt cn Z < (t Φ P rt μ Pi rt Ω rt P μ ro cn P n μ* rt μ- μ- rt μ* cn μ- tr Φ P tr 3 μ* rt o μ* tr P μ μ • ro cn μ P tr Ω 3 P rt tQ Ω P μ* o tr rt μ- P • 3 tr φ P. φ O μ- P Pi φ 0 O P QJ φ rt o ro μ- rt I--- cn Ω o P •<; tr o P Φ μ- H t P P Ω H Φ P P P 3 O P μ- P. P ro P ) ro rt Ω Ω P μ* P Pi • cn ro Ω tr T3 T * . P P. P. P P tQ cn φ l-h 3 O rt μ- P i Ω cn μ o o P 3 P cn P Φ o o Pi O 3 cn Ω Ω μ Φ P P ! 1 P ct ro 3 μ μ * H Φ o rt Hi μ- rt μ μ- cn Hi φ r P Φ φ rt Φ - μ μ cn Ω ro tQ cn μ- QJ 3 TJ Pi Hi P rt Hi tr μ o o μ in P μ- μ- P φ rt tr μ- Φ cn Ω μ rt < P ϋ P μ- T P tr P o P φ *d rt rt P ft cn O ft φ < tr cn O O ro ft P φ *<; φ cn P o ft cn Φ rt cn 3 TJ P Φ p. tr P P ct Hi tr ro P P μ- Hi μ tr tr rt μ cn tQ cn tr tr rt Φ rt Φ TJ O μ Φ μ tr Φ s: μ rt Φ ω Pi ro Φ μ- cn tr CD cn Φ o 3 Φ o rt tr μ Pi o P ro φ cn Φ Hi tr cn Ω (t μ- rt cn Φ ro cn ft μ- Hi P tr tr μ Hi Ω cn P cn 3 P P Ω O μ* ct rt tr - P o tr μ z TJ rt Ω μ ω rt Φ o o o P μ- P. H ro Φ TJ φ μ 0 H μ- rt μ- tr Φ tQ ro O μ * rt P μ- Φ cn tQ Φ P P μ P P rt Φ μ- μ- P Φ P ct 3 Φ P < P ro cn Ω μ* H P rt H •Q P μ- μ- μ* TJ tQ 3 P i Pi μ- ft rt cn rt μ Pi tr TJ μ* ro cn cn rt P p. P o in ft tr μ- P μ P cn P o tr μ- o CD •<: 3 cn Hi Φ P m 0 cn H ft 0 rt H P O Φ rt μ- Hi cn 3 cn P rt tr P μ μ- H O μ cn Φ rt • <; 0 P μ- H cn H x: μ P μ- P μ- rt μ- Φ cn 3 z Ω μ- P Hi cn μ- tr O tr μ rt O * ; tr Φ μ* Φ Ω o Ω P rt tr 3 • 0 P μ* ro cn O P Φ m Φ Hi rt rt rt tr P cn ro P P μ- 3 Φ Hi μ- Φ P P μ Hi P H cn P Φ Ω cn 3 μ tr P Φ P cn < cn Φ cn Φ o ct cn μ- o P H rt cn cn P O μ- Ω ro μ- TJ 0 p CO TJ rt φ P P Φ ft cn P P tr P μ rt μ O Ω P TJ Ω TJ O P O μ- Hi P- 0 μ P P. rt P μ μ (t Ω Φ 0 tQ μ* z Φ 3 tr tn μ P P Hi φ μ- P o μ- ft μ- < μ Φ μ- o rt 3 Hi rt O μ* tQ φ rt O cn μ μ μ* Pi P < rt O rt P μ* cn O μ* o p 3 Hi μ* P 0 tr P rt _ 3__ O P P μ- < ct rt cn < μ rt Φ tr P tr p. o μ Hi tQ μ 3 P < rt ft Hi Φ tr Φ O cn Ω Ω μ* μ in Φ cn en P φ ro P Pi rt P Φ P φ ct ft Φ p. tr μ- μ Pi P ct i Φ rt μ* rt rt φ tr IQ tr rt Hi μ φ tr Ω φ rt cn tn P - μ μ* rt Φ 0 P P P μ- cn cn Pi Φ Ω P P μ- o , Φ cn P tr φ O cn rt Φ < μ ___ Pi Hi H P P 0 ro rt rt o μ < o μ ω o Φ μ-* 3 φ μ- s: rt tr • Φ P Φ cn P TJ Pi P μ- μ* tr tr P 3 Pi μ- P o Hi Hi Ω φ ιn ro tr Φ P P μ- μ ft O P. μ cn H Φ •<: Ω TJ ro P ct μ* rt Φ P ft 3 < ro P rt ι-3 cn cn P . tr P Φ TJ 3 H rt H i tQ P tr rt (t μ μ- cn cn o μ- Φ Pi tr Φ Ω Φ TJ M Ω P O μ- 3 Ω μ- Φ P Φ tr tr ω o rt P Z Ω μ in rt Φ Ω φ rt w O P rt Pi tn Ω tr Φ O < rt rt P. P Φ rt P μ- μ μ- - rt •d tr ft μ- tr Φ tn cn cn μ* μ- P P Φ o cn 3 Φ P cn P O φ 3 φ tr TJ rt P μ* < Φ P ro cn ft Ω TJ rt cn cn tn T3 H P Φ P o Ω rt P 3 tQ rt cn rt μ- Ω O Φ Ω μ- μ* Φ O μ- ct P P cn •<. ro Ω cn rt P o o rt Φ μ μ- μ- P φ Ω P μ rn Φ ω tr P μ* O μ μ μ tn Φ Ω 0 μ- tr μ ti μ- P < Φ P cn rt μ P cn rt « 3 H Ω rt P P Φ CD Φ in Ω μ n o P rt φ < rt o rt φ p Ω rt cn μ μ O μ μ- Φ rt P * ct QJ Pi cn cn 3 φ 3 Φ rt Φ o 3 μ- Φ tr ft P μ* O P Hi O Φ μ* Ω μ- Φ tn p. Ej P Φ cn μ- P P TJ ft o φ Φ tr H cn Φ Ω H μ Ω ft QJ P ct < Φ Φ P P o o H P μ- P cn o ro o 0 Φ μ 0 P μ- •<; rt tr 3 cn O ro T O rt μ pi t P P P Cu cn Ω cn rt Ml H Hi Ω H P H Φ O tr Φ φ rt rt 0 Hi Φ cn P μ cn P cn μ* P cn P P Φ ω Hi tr Φ μ μ tr μ P ty¬ cn μ P Φ μ Ω tr 3 rt cn ro ct ft P P i K: • Φ Φ cn ro μ- ft 3 0 Ω μ P o Φ • <; tr P P * ft μ* tr μ- P P. X φ P rt cn rt O ro Ω rt tr μ- μ K * : μ P Hi Φ rt Φ cn Φ o Pi P < rt tr P ro tr μ ___ ct μ- Φ P 0 tQ P Φ 3 P O μ* Φ cn μ* P "< Φ μ- 0 P μ ro μ μ* - 3 - P z 1 μ- ω P - μ O P 3 - P rt cn P. μ Ω P μ- P K-; tQ μ- 0 tQ Ω P

Claims: 1. A method for determining the position of at least two seismic streamers in a reflection seismic measurement system, in connection with marine seismic surveys, particularly 3- dimensional surveys, wherein each seismic streamer is equipped with a plurality of compasses and comprises a plurality of active sections with known length inserted between a stretch section at each end of the seismic streamers, said active sections being equipped with a plurality of hydrophones or hydrophone groups with known locations, wherein the fore stretch section is connected with a towing arrangement attached to an exploration or towing vessel and the end of the aft stretch section is provided with a tailbuoy with equpment for determining the position and an acoustic transceiver, wherein the measurement system further comprises one or more towing vessels, each towing vessel being equipped with devices for determining the position of one or more acoustic transceivers as well as one or more seismic sources, each of which are equipped with an acoustic transceiver, c h a r a c t e ¬ r i z e d i that at least one of the vessels tows a float equipped with position determining means and an acoustic transceiver, that a number of acoustic transceivers is located at specific locations in each stretch section, that, if preferable, also further acoustic transceivers are provided at certain locations in one or more of said active sections, preferably in the active section or sections adjacent to a stretch section, that said seismic streamers, vessels and seismic sources constitute a 3-dimensional structure in that said seismic streamers, seismic sources and floats are con¬ nected with said vessel or vessels in a suitable arrangement, that the positioning takes place by trilateration between the acoustic transceivers and the determination of at least two reference positions, at least one reference position preferably being a vessel position and at least one reference position being the position of a float or a tailbuoy, that said trilateration takes place by an as per se known acoustic distance measuring method which determines the mutual distances between the acoustic transceivers, that the thus determined reference positions and distances are processed in an as per se known computer system in order to in a first step to provide at least one triangle network, and in a second step-to provide the position of said seismic streamers and more particularly the position of every hydrophone or group of hydrophones in the seismic streamers. 2. A method according to claim 1, c h a r a c t e r i z e d i n that the trilateration and the position determination take place synchronously in a measurement cycle. 3. A method according to one of the preceding claims, c h a r a c t e r i z e d i n that all the mutual distances between the acoustic transceivers and all the reference positions are registered in the single measurement cycle, the measurement cycle frequency being tuned to the shot frequency, and that each measurement cycle lies within the interval between the shots. 4. A method according to one of the preceding claims, c h a r a c t e r i z e d i n that the position determining equipment, the acoustic transceivers, the seismic sources as well as the computer system are connected in a telecommuni¬ cation system for tuning, controlling and synchronizing, preferably under control by means of suitable software in the computer system. 5. A method according to one of the preceding claims, c h a r a c t e r i z e d i n that only one reference position as well as at least one compass bearing are used to determine sides and geographical orientation of a triangle in the triangle network, the reference position preferably being the position of a tailbuoy, and that a compass bearing is taken with a compass provided in the stretch section which connects the tailbuoy with a seismic streamer. ι •*** 6. A method according to any of the claims 1 to 4, c h a r a c t e r i z e d i n that at least one reference position is the position of a float. 7. A method according to one of the preceding claims, c h a r a c t e r i z e d i n that the mutual distance between each seismic streamer is determined in a further step of the processing in the computer system. 8. A method according to one of the preceding claims, c h a r a c t e r i z e d i n that the positions and distances which are determined in a measurement cycle, in connection with the step of providing a triangle network, are subjected to a statistical optimization in order to determine the best values for the positions and the distances and/or to minimize the effect of measurement errors. 9. A method according to one of the preceding claims, c h a r a c t e r i z e d i n that the reference positions are provided by the equipment for determining position by means of a suitable surface navigation method. 10. A method according to one of the preceding claims, c h a r a c t e r i z e d i n that one or more of the floats are placed beside a respective seismic streamer or between respective seismic streamers, preferably off the junction between the fore stretch section of said respec¬ tive seismic streamer or streamers and its or their active sections. 11. A method according to any of the preceding claims, wherein the survey includes more than one pass with one or more vessels through the same surveying area or part thereof, c h a r a c t e r i z e d i n that said trilateration is repeated in each pass, that said triangle network or networks are generated for each pass, and that the position of said seismic streamers and more particularly the position of every hydrophone or group of hydrophones in said seismic streamers are determined in each pass. 12. A method according to claim 11, c h a r a c t e ri z e d i n that different offsets are used in each pass. 13. A method according to claims 11 or 12, c h a r a c t e i z e d i n that different streamer lengths are employed by said vessel or vessels in each pass.

Inventors: AASHEIM STEIN, LANGELAND JAN-AAGE, NORDMOEN BJOERN, VIGEN ERIK, AASHEIM, STEIN, LANGELAND, JAN-AAGE, NORDMOEN, BJOERN, VIGEN, ERIK
Applicants: GECO AS, GECO A.S
Application year: 1989
Main classification: G01S5
IPC codes: G01S15, G01V1