Ocean Bottom Node Seismic Data Analysis Using Travel Time Inversion

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Solution Overview

Problem

In underwater seismic exploration, accurate shot and receiver positions, receiver timing, and water column velocity models are crucial for deep water time-lapse monitoring, but existing methods struggle to simultaneously correct for clock drift and water velocity variations, leading to uncertainties and errors in data processing.

Innovation Solution

A travel time inversion process that minimizes errors between actual and modeled direct arrival times to determine shot and receiver positions, receiver clock drift, and water column velocity, using angular designature and conjugate gradient methods to iteratively refine RMS error, accounting for tide height and clock drift.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Duration of action of stationary object

If nodes remain on the seafloor for extended periods (30+ days) to cover full tidal cycles, then data coverage and tidal cycle completeness are improved, but clock drift uncertainty and timing errors increase

Engineering Contradiction:
Improvenode deployment durationVSAvoidtiming accuracy
Core Design Contradiction:
Duration of action of stationary objectVSMeasurement precision

Solution Approach 1:

The system performs preliminary actions by recording GPS synchronization time and tide height data at the moment of node deployment, and stores these as reference values. During retrieval, these pre-recorded reference values are used to calculate clock drift and correct timing errors, allowing the node to maintain accurate timing even after extended deployment periods

Inventive Principle:
Principle #10Preliminary action

Solution Approach 2:

The system establishes a feedback mechanism where clock drift is calculated by comparing the node's internal clock time with the recorded GPS synchronization time, and tide height corrections are applied based on recorded reference tide heights. This feedback loop enables continuous timing correction despite long deployment durations

Inventive Principle:
Principle #23Feedback

2Device complexity

If traditional separate correction methods are used for clock drift and water velocity, then processing complexity is reduced, but positioning accuracy and timing precision deteriorate

Engineering Contradiction:
Improveprocessing complexityVSAvoidpositioning accuracy
Core Design Contradiction:
Device complexityVSMeasurement precision

Solution Approach 1:

The system merges the correction of clock drift and water velocity variations into a unified processing framework. By simultaneously applying GPS-based clock drift correction and tide height-based velocity correction using correlated reference data, the system achieves accurate positioning and timing without requiring complex separate correction procedures

Inventive Principle:
Principle #5Merging (Combining)

Solution Approach 2:

The system uses recorded GPS time and tide height data as intermediary reference values that mediate between the node's internal measurements and external reality. These intermediaries enable accurate correction of both timing and velocity effects without requiring complex direct measurements

Inventive Principle:
Principle #24Intermediary (Mediator)

3Device complexity

If clock drift is corrected using only GPS synchronization time, then timing correction is simplified, but accuracy deteriorates under varying water velocity conditions

Engineering Contradiction:
Improvecorrection method complexityVSAvoidtiming correction accuracy
Core Design Contradiction:
Device complexityVSMeasurement precision

Solution Approach 1:

The system records GPS synchronization time and tide height data at deployment as preliminary reference values. During retrieval, these pre-recorded references are used to calculate corrected clock drift that accounts for both timing offset and water velocity variations, providing accurate correction without complex real-time measurements

Inventive Principle:
Principle #10Preliminary action

Solution Approach 2:

The system changes the approach to clock drift correction by incorporating tide height variations as an additional parameter. Instead of using only GPS synchronization time, the corrected clock drift calculation includes tide height differences that reflect water velocity changes, thereby improving timing correction accuracy under varying environmental conditions

Inventive Principle:
Principle #35Parameter changes

Applied Scientific Principles

This section explains which scientific principles are used to turn an abstract innovation direction into a practical engineering solution.

Function Achieved in This Case

This approach provides accurate shot and receiver positioning, timing, and water column velocity models, significantly reducing RMS errors and enabling reliable 4D seismic mapping by accounting for dynamic water column conditions, thus improving the accuracy of hydrocarbon reservoir assessments.

Implementation Method 1

A source, such as a vibrator unit, dynamite shot, or an air gun, generates acoustic or elastic vibrations that travel into the Earth

Methodology Applied
Scientific EffectAcoustic wave propagation: Sound

Implementation Method 2

pass through strata with different seismic responses and filtering effects, and return to the surface to be recorded as seismic data

Methodology Applied
Scientific EffectSeismic reflection: Reflection

Implementation Method 3

placing geophones in a wellbore (as in a vertical seismic profile) to record the seismic signal

Methodology Applied
Scientific EffectHydrophone transduction:

Data Source

PatentEP2856214B1Seismic data analysis using ocean bottom node data collection
Publication Date: 2023.10.18 FAIRFIELD INDUSTRIES INC
  • EP2856214B1 patent drawingFigure 1~2
  • EP2856214B1 patent drawingFigure 3a~3b
  • EP2856214B1 patent drawingFigure 3c

AI summary

The present invention permits RMS traveltime error in a seismic data acquisition to be minimized. Field measurements of source and receiver coordinates, speed of sound in water as a function of depth and time, receiver timing, and clock drift are first collected. The seismic data is then examined to measure travel time from each source to each reciever. A model travel time can then be computed based on the field measurements. By iteratively perturbing at least one of the field measured data using a look-up table and calculating the travel time after each perturbation until an acceptable RMS error has been achieved, conditioned seismic data that takes into account the dynamic nature of the water column will provide the basis for creating an accurate seismic map that is unaffected by the changing water conditions.