Determining the structure of a towed seismic spread element
View Patent ↗A technique includes obtaining a plurality of sets of measurements of distances between nodes located on a seismic spread element while the element is in tow. Each set is acquired in response to the operation of a different set of sources. The technique includes determining a three-dimensional structure of the seismic spread element while in tow based at least in part on the sets of measurements.
1. A method comprising:
obtaining a first set of measurements of distances between nodes located on a seismic spread element while in tow using a first set of one or more sources;
obtaining a second set of measurements of the distances using a second set of one or more sources; and
determining a three-dimensional structure of the seismic spread element while in tow based at least in part on selectively weighted contributions of the first and second sets of measurements, the determining comprising modeling the first and second sets of measurements of distances as an over-determined system.
2. The method of claim 1 , wherein seismic spread element comprises a seismic source, seismic streamer or tailbuoy.
3. The method of claim 1 , wherein the sources comprise acoustic sources.
4. The method of claim 1 , wherein the sources comprise optical and acoustic sources.
5. The method of claim 1 , wherein the sources comprise inclinometers.
6. The method of claim 1 , wherein the determining is further based on prior knowledge of the structure.
7. The method of claim 6 , wherein the knowledge comprises fixed dimensions between points of the seismic spread element.
8. The method of claim 1 , wherein the act of determining comprises: further basing the determination of the three-dimensional structure on a previous determination of the three-dimensional structure.
9. The method of claim 1 , wherein the determining comprises:
modeling the measurements collectively as a function of positions of the nodes and an error; and
inverting the function for the positions of the nodes.
10. The method of claim 1 , wherein the act of determining comprises determining inline, crossline and depth positions of the three-dimensional structure.
11. The method of claim 1 , wherein the determining further comprises minimizing a least squares cost function to solve the over-determined system.
12. The method of claim 1 , wherein determining the three-dimensional structure of the seismic spread element further comprises assigning the weights of the first and second sets of measurements to the determined three-dimensional structure based at least in part on a joint precision of the first and second sets of measurements.
13. The method of claim 12 , wherein assigning the weights further comprises assigning the weights based at least in part on an estimate of a covariance matrix.
14. The method of claim 12 , wherein assigning the weights further comprises assigning the weights based at least in part on an estimated inverse of a covariance matrix.