초록 ▼

A method of laying a pipeline in the bed of a body of water advancing a digging assembly along a pipeline laid along a path on the bed of the body of water, and digging a trench along the path in the bed of the body of water by means of the digging assembly, so a portion of pipeline settles onto the

A method of laying a pipeline in the bed of a body of water advancing a digging assembly along a pipeline laid along a path on the bed of the body of water, and digging a trench along the path in the bed of the body of water by means of the digging assembly, so a portion of pipeline settles onto the bottom of the trench. The method also includes acquiring, by means of the digging assembly, data related to the bathymetric profile of the portion of pipeline laid on the bottom of the trench, and comparing the acquired data with a set of permissible values. Further, the method includes emitting an error signal when the acquired data does not fall within the set of permissible values.

대표청구항 ▼

1. A method of laying a pipeline in the bed of a body of water, the method comprising the steps of: advancing a digging assembly along a pipeline laid along a path on the bed of the body of water;digging a trench along the path in the bed of the body of water by means of the digging assembly, so a p

1. A method of laying a pipeline in the bed of a body of water, the method comprising the steps of: advancing a digging assembly along a pipeline laid along a path on the bed of the body of water;digging a trench along the path in the bed of the body of water by means of the digging assembly, so a portion of pipeline settles onto the bottom of the trench;acquiring, by means of the digging assembly, data related to the bathymetric profile of the portion of pipeline laid on the bottom of the trench, the data including the depth of the portion of pipeline laid on the bottom of the trench;comparing the acquired data with a set of permissible values indicating permissible arching of the pipeline in a vertical plane;emitting an error signal when the acquired data does not fall within the set of permissible values; andmodifying a depth of the trench as a function of the error signal to modify arching of the pipeline in the vertical plane. 2. A method as claimed in claim 1, wherein the step of acquiring data comprises acquiring, by means of the digging assembly, first coordinates of the portion of pipeline laid on the bottom of the trench, the first coordinates indicating the distance, along the path, from a reference point on the pipeline; and second coordinates indicating the depth of the portion of pipeline laid on the bottom of the trench. 3. A method as claimed in claim 2, wherein the step of acquiring data comprises acquiring the first and second coordinates as the digging assembly advances along the path. 4. A method as claimed in claim 3, wherein the step of acquiring data comprises interpolating the points defined by the first and second coordinates into a curve to define the bathymetric profile of the portion of pipeline laid on the bottom of the trench. 5. A method as claimed in claim 4, wherein the step of acquiring data comprises determining relative extremes of the curve; and calculating the variation in depth and the distance between each pair of consecutive relative extremes. 6. A method as claimed in claim 5, wherein the step of acquiring data comprises determining the relative extremes of the curve; and calculating the variation in depth and the distance between the last relative extreme and the last acquired first coordinate. 7. A method as claimed in claim 5, further comprising the step of comparing the calculated variation in depth and the calculated distance with the set of permissible values. 8. A method as claimed in claim 2, wherein the step of acquiring data comprises acquiring, by means of the digging assembly, third coordinates of the bed, the third coordinates indicating the distance, along the path, from a reference point on the pipeline; and fourth coordinates indicating the depth of the bed of the body of water, so as to determine the bathymetric profile of the bed along the path. 9. A method as claimed in claim 8, further comprising the steps of: calculating the differences between the second coordinates and the fourth coordinates, when the respective first coordinates and third coordinates are within a confidence interval; the differences being related to the coverage height of the pipeline;comparing the differences with a threshold value defining a set of permissible values; andemitting a second error signal when at least one of the differences is below the threshold value. 10. A method as claimed in claim 1, further comprising the step of defining the set of permissible values as a function of the physical, mechanical, and dimensional characteristics of the pipeline. 11. A method as claimed in claim 10, wherein the set of permissible values comprises pairs of values indicating permissible variations in depth and permissible lengths of deformation along the pipeline. 12. A method as claimed in claim 1, further comprising the step of filling in the trench. 13. A digging assembly for laying a pipeline in the bed of a body of water, the digging assembly being advanced along a path defined by a pipeline laid on the bed of a body of water, the digging assembly comprising: at least one digging machine configured to dig a trench in the bed of the body of water, close to the pipeline, so a portion of pipeline settles onto the bottom of the trench; anda control device configured to acquire data related to the bathymetric profile of the portion of pipeline laid on the bottom of the trench, to compare the acquired data with a set of permissible values indicating permissible arching of the pipeline in a vertical plane, and to emit an error signal when the acquired data does not fall within the set of permissible values, wherein the acquired data indicates the depth of the portion of pipeline laid on the bottom of the trench; andwherein the digging assembly is configured to modify a depth of the trench as a function of the error signal to modify arching of the pipeline in the vertical plane. 14. A digging assembly as claimed in claim 13, wherein the control device comprises: at least one position recognition device configured to acquire first coordinates of the portion of pipeline laid on the bottom of the trench, the first coordinates indicating the distance, along the path, from a reference point on the pipeline;a first sensor configured to acquire second coordinates indicating the depth of the portion of pipeline laid on the bottom of the trench; anda control unit having a memory for storing the first and second coordinates and the set of permissible values comprising pairs of values indicating the permissible variation in depth of a deformation of the pipeline, and the permissible length of the deformation of the pipeline. 15. A digging assembly as claimed in claim 14, wherein the control unit is configured to: acquire the first and second coordinates; andinterpolate the points defined by the first and second coordinates into a curve indicating the bathymetric profile of the portion of pipeline laid on the bottom of the trench. 16. A digging assembly as claimed in claim 15, wherein the control unit is configured to: acquire relative extremes of the curve;calculate the variation in depth and the distance between each pair of consecutive relative extremes; andcalculate the variation in depth and the distance between the last relative extreme and the last acquired first and second coordinates. 17. A digging assembly as claimed in claim 16, wherein the control unit is configured to compare the calculated variation in depth and the calculated distance with a set of permissible values. 18. A digging assembly as claimed in claim 13, wherein the control device comprises at least one second sensor configured to acquire third coordinates of the bed, the third coordinates indicating the distance, along the path, from a reference point on the pipeline, and to acquire fourth coordinates indicating the depth of the bed of the body of water, along the path, so as to determine the bathymetric profile of the bed along the path. 19. A digging assembly as claimed in claim 18, wherein the control unit is configured to: calculate the differences between the second coordinates and the fourth coordinates, when the respective first coordinates and third coordinates are within a confidence interval; the differences being related to the coverage height of the portion of pipeline laid on the bottom of the trench;compare the differences with a threshold value defining the set of permissible values; andemit a second error signal when at least one of the differences is below the threshold value.