seabed surveys at ormen lange & draugen: challenges …€¦ · - iceberg ploughmarks - varying...
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SEABED SURVEYS AT ORMEN LANGE & DRAUGEN: CHALLENGES AND ACHIEVEMENTS
Ian Douglas: Head Offshore Surveys, Shell Projects & Technology
Authors: P. Riddell, J. Erwin, J. Garrard, I. Douglas
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1. Seabed Surveys: AUV and ROV
2. Ormen Lange Surveys
- Deep water, Extreme topography, Erratic temperatures
- Matching DTMs for new cable/pipeline routes
3. Draugen Surveys
- Iceberg Ploughmarks
- Varying Soils
- Corals
4. General Data Processing & QC
5. Summary / Learnings
OVERVIEW
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SEABED SURVEYS: AUV AND ROV
1.0
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INTEGRATED SENSORS FOR EFFECTIVE SURVEYING
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Images source: www.km.kongsberg.com
Image source: Subsea 7
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AUVS AND ROVS FOR SEABED SURVEYS
Designed to run multiple survey sensors simultaneously
Sharp clean data possible
More coverage in less time
Accurate positioning is a challenge over extreme topography
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Not designed to run full survey sensor spread simultaneously
Very high resolution data possible
More time for less coverage: expensive for large areas
Greater control on subsea positioning
Greater flexibility for close inspection or changing survey plan
Image source: www.mbari.org
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ORMEN LANGE SURVEYS
2.0
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ORMEN LANGE - FAST FACTS
Discovered :1997– Production start: 2007
Four subsea templates tieback to onshore gas treatment plant on Nyhamna, Aukra
Gas export via Langeled to UK, representing almost 30% of UK’s gas consumption in 2012.
First deep sea project in Norway, 800-1000 m waterdepth
Challenges:
- Reservoir in slide area
- Steep incline to shore
- Rugged seabed
- Distance to control centre
- Minus 1.2oc on the sea bed
Licence partners: Shell, Petoro, Statoil, Dong Energy, ExxonMobil
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ORMEN LANGE – STOREGGA SLIDE
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Ormen Lange Gas Field
Storegga Slide upper headwall
North Sea Fan
Storegga Slide
From P. Bryn et al. 2005, Explaining the Storegga Slide
N
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SEABED SURVEYS AT ORMEN LANGE
Seabed surveys required primarily for new subsea development: – New
pipelines and wells for increased production
Field development (construction) activities:
Structure Design & Installation
Pipeline & cable routing design & installation
Seabed intervention (rock placement, trenching, dredging)
New data required: i) Bathymetry ii) Seabed features iii) Shallow soils
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Inherited ROV & AUV based data. Good data but lacked coverage for new areas, insufficient resolution for new, higher accuracy engineering requirements.
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ORMEN LANGE SEABED
OLMN Production Lines
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OL SEABED SURVEY CHALLENGES
Focus for Ormen Lange
Environmental challenges – Storegga slide:
Deep water
Seabed topography
Erratic temperature affecting sound velocity (and thus
positioning)
Solutions:
High accuracy USBL, INS, DVL
Multiple water column SV profiles, real-time SV measurement
AUV and ROV. ROV for detailed site areas, AUV for larger
mapping
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OL SEABED SURVEY CHALLENGES
Focus for Ormen Lange
Technical Challenges:
Acquire new data effectively and accurately – find the quality /
cost balance
Sonar data: Side swipe and Transmission pulse
Merge Datasets into one baseline DTM
Solutions:
Testing height of acquisition. ROV and tow height affect
coverage, resolution, reverberation (noise)
Close co-operation with engineers offshore and onshore
Complete ROV single baseline DTM for route centrelines
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STOREGGA SLIDE AT ORMEN LANGE
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STOREGGA SLIDE BATHYMETRY – GOOD DATA
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BUT....MBES RESOLUTION IS NOT EVERYTHING
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2m x 2m cell size bathymetry data Newer AUV 1m x 1m cell size bathymetry data
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SIDE SCAN SONAR DATA EXAMPLE
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SUB BOTTOM PROFILER - SHALLOW WATER
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SUB BOTTOM PROFILER – DEEP WATER
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DRAUGEN SURVEYS
3.0
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DRAUGEN FAST FACTS
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Discovered :1984. Production start:1993
Located in the Norwegian Sea, 150km north of Kristiansund. 250m water depth
The first Norwegian field to commence operations north of the 62° latitude
Top hydrocarbon recovery rate on the Norwegian Shelf
New platform and subsea developments in order extend the original life span significantly
Licence partners: Shell, Petoro, Chevron
DRAUGEN
ORMEN LANGE
Kristiansund
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SEABED SURVEYS AT DRAUGEN
New subsea tie-back developments to enhance field hydrocarbon production (multiple new wells)
Seabed Surveys required in support of this:
i) rig site hazard surveys
ii) pipeline route surveys
ii) structure pre-installation
Focus for Draugen:
a. Iceberg Ploughmarks from Bathymetry
b. Detailed Soil Verifications via Geotechnical sampling
c. Cold Water Coral Assessments using Sidescan Sonar & Bathymetry data plus ROV visual inspection
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DRAUGEN – ICEBERG PLOUGHMARKS
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Iceberg
Ploughmarks across
Draugen area
Can be 160m wide
and 12m deep
Flowline routing design altered to accomodate iceberg ploughmark
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DRAUGEN - SOILS
Varying soil conditions
Regional and localised variations
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Draugen Platform
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DRAUGEN - SOILS
Localised soil variations – manifold installation example
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COLD WATER CORALS
Abundance of Cold Water Corals (CWCs) in the Norwegian Sea,
north of 62° parallel
‘Red-listed’ CWCs are rare and protected by Government
Strict Rules implemented to protect them
It is responsibility of Operator to ensure, and prove, there is no harm
to corals within their concession area.
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DRAUGEN – COLD WATER CORALS
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DRAUGEN – COLD WATER CORALS
Need to prove no damage to
corals as a result of operator’s
activities
Requires separate ROV
inspection pre and post rig move
All findings recorded, mapped
and reported
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Potential Coral identified for ROV inspection
ROV visual inspection
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DRAUGEN – COLD WATER CORALS
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DATA PROCESSING & QC
4.0
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DATA ACQUISITION QUALITY CONTROL
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Tidal checks CMG
Track / DGPS Phins/ Octans
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DTM CROSS PROFILE QUALITY QC
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FINAL DATA QC - MBES
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SUMMARY & LEARNINGS
5.0
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SUMMARY IN ONE SLIDE!
Understand engineering objectives – balance cost with fit-for-purpose
quality (accuracy, resolution etc)
Consider the survey accuracy requirements and assess vessel, AUV
and ROV survey options. Consider combinations
Plan for sufficient start-up testing time to find optimum acquisition
configuration
Focus on processing QC and reporting as much as acquisition. Good
raw data can still be processed badly
Consider unique factors at your location e.g. Corals at Draugen
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LEARNINGS
Schedule time required at start-up to find optimum acquisition
altitude: start-up evaluation of data Coverage, Resolution, Noise
Engineer designers understanding of more than one version of the
truth.
Establish one baseline DTM for routes, provides QC for overlapping
surveys
Seabed shape and relative differences can be more important than
absolute values for construction installation
Data QC during acquisition (offshore) and at regular data processing
intermediate stages – do not leave until final product
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