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Anchor Penetration Trial in the German Bight to Optimise Cable Burial Depth ICPC Plenary – Dubai, U.A.E | 19.03.2014 | A. Drews, M. Petzold, D. Sinclair.

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Presentation on theme: "Anchor Penetration Trial in the German Bight to Optimise Cable Burial Depth ICPC Plenary – Dubai, U.A.E | 19.03.2014 | A. Drews, M. Petzold, D. Sinclair."— Presentation transcript:

1 Anchor Penetration Trial in the German Bight to Optimise Cable Burial Depth ICPC Plenary – Dubai, U.A.E | 19.03.2014 | A. Drews, M. Petzold, D. Sinclair

2 TenneT is Europe´s first cross-border grid operator for electricity. With approximately 20.000 kilometres of (Extra) High Voltage lines and 36 million end users in the Netherlands and Germany we rank among the top five grid operators in Europe. Our focus is to develop a north-west European energy market and to integrate renewable energy. Taking power further www.tennet.eu The energy turn around depends on a successful grid expansion.

3 TenneT‘s tasks offshore 19.03.20143 Anchor Penetration Trial | ICPC Plenary -Responsible for the grid connection of offshore wind farms in the German sector of North Sea -HVAC and HVDC grid connection -~ 1500 km of HVAC or HVDC subsea power cables installed, contracted or tendered (without interconnectors) -~ preplanings for another 1800 km of cables

4 19.03.20144 Anchor Penetration Trial | ICPC Plenary Burial Depth Requirements in Germany for Power Cables Export Cables & Innterconnetor Offshore (from ~10 m depth contour) - 1,5 m DoB outside traffic separation zones - 3 m DoB inside traffic separation zones - to avoid external threats For comparison: Waddensea: 1,5 m DoB Nearshore: 1,5 – 5 m DoB - in dependence of sediment mobility -No individual risk based assessment of burial depth for cables required -Assessment of likelyhood of damage by anchors required -Statistical approach vrs. single case

5 19.03.20145 Anchor Penetration Trial | ICPC Plenary Motivation Challenges of 3 m DoB -3 m is no industry standard, no garantee reaching 3 m -seabed conditions – stiff clays in parts of the routes -no dredging due to environmental constraints -remidial trenching exposes cable to a higher risk of damage during installation -survey – higher measurement uncertainties -repair – longer times for recover and new reburial challenges Advantages of a reduced burial depth -meets industry standards in cable burial -larger market to deploy burial tools -time reduction in cable laying operations -time reduction for cable recover in case of a repair, easier reburial -less disturbance for ship traffic

6 Participants in the offshore operation 30.04. – 03.05.2013 19.03.20146 Anchor Penetration Trial | ICPC Plenary -management of offshore operation -anchor pull -sonar and video by ROV support -operation of sediment echo sounder -scientific support -operation of FS WEGA -operation of side scan sonar -scientific support -documentation of trials -scientific support

7 Chosing anchors by determination of a representative ship 19.03.20147 Anchor Penetration Trial | ICPC Plenary -Traffic analysis to determine a „design ship“ -Cargo Ship with 80000 dwt -> Chose of an Hall anchor of 11.7 t according to GL tables on correlation on anchor mass and dead-weight of ships FractileLenght (m) dwt (t)TEUTmax (m) 50 %< 140 13500 800 7,6 75 %< 212 37000 2600 10,8 80 %< 231 46000 3300 11,8 90 %< 294 80000 5700 14,5 95 %< 333100000 71000 14,5

8 19.03.20148 Anchor Penetration Trial | ICPC Plenary Anchors with chain 11,7 t Hall Anchor & 8,4 t AC 14 HHP ~60 m anchor chain (81 mm Gr. III) with a weight of ~2 t + 100 m steal wire ~364 cm ~ 322 cm ~280 cm holding capacity – Hall: 4-6 times its mass-weight – 470 kN to 690 kN, AC 14: 8-11 times ist mass-weight – 620 kN to 950 kN ~289 cm

9 Test Sites – Overview & Soil properties 19.03.20149 Anchor Penetration Trial | ICPC Plenary VTG: dense sand underlayed with stiff clays layers water depth: 25 m BSH Nord: loose layered fine sand water depth: 35 m BSH South: medium dense to dense sand with silt water depth: 28 m Test sites (soil densities) are representative for all TenneT cable routes.

10 Ships and their functions (1) 19.03.201410 Anchor Penetration Trial | ICPC Plenary Esvagt Connector -pulls the anchor -bollard pull of 107 t -Water pressure sensors on anchors -in service for TenneT Guardian -Multibeam -ROV with Video and Sonar -in service for TenneT

11 Ships and their functions (2) 19.03.201411 Anchor Penetration Trial | ICPC Plenary FS WEGA -Sediment Echosounder -Side Scan Sonar -operated by BSH and in service for BAW Karen M Guard Vessel for the trials in the traffic separation zone - in service for TenneT

12 Trial Program conducted (17 positions, 21 pulls) Date GMT+2 Test Start E Start N 2013-04-30 09:12:00 N1-AC14 373177.9 5998449.3 2013-04-30 14:48:00 N2-Hall 373202.5 5998349.1 2013-04-30 18:32:00 N3-AC14 373195.0 5998253.6 2013-05-01 08:19:00 S1-AC14 374405.1 5982347.1 2013-05-01 13:20:00 S2-AC14 374402.6 5982247.5 2013-05-01 16:22:00 S3-AC14 374406.4 5982153.1 2013-05-02 06:30:00 V1-AC14 369028.0 5967145.8 2013-05-02 09:24:00 V3-AC14 369311.5 5966932.9 2013-05-02 16:19:00 V5-AC14 369008.7 5966646.9 2013-05-02 19:32:00 V2-Hall 369203.0 5967055.4 2013-05-02 20:55:00 V4-Hall 369108.0 5966793.1 2013-05-02 22:24:00 V6-Hall 369096.6 5966581.4 2013-05-03 08:45:00 S4-Hall 374395.1 5982049.0 2013-05-03 09:48:00 S5-Hall 374392.6 5981953.2 2013-05-03 10:54:00 S6-Hall 374394.8 5981848.7 2013-05-03 13:12:00 N5-Hall 373196.8 5998049.8 2013-05-03 14:23:00 N6-Hall 373199.3 5997951.8 19.03.201412 Anchor Penetration Trial | ICPC Plenary Coordinates from GPS Log Esvagt Connector

13 Trial program – Pre-Survey Seabed properties on trial areas are known by surveys covering the test side or data from wind farms close by 19.03.201413 Anchor Penetration Trial | ICPC Plenary Offshore Pre-Survey: - Side Scan Sonar and Sediment Echosounder on every test site to - assess soil conditions - detect obstacles - determine position for anchor drop Example here: VTG test side

14 Execution of Trials close to real anchoring - Anchor was lowered to ~10 m above seabed and dropped ̵ also no free fall in a real case – chain, leads and water column give resistance to a free fall – (pre-calculations to assess the deviation from reality) - Investigation of anchor position and chain by sonar and video ̵ worst case -> highest penetration depth can be reached with a straight anchor chain and a well positioned anchor horizontal on the seabed ̵ alignment of anchor and chain by ship movement ̵ in a real case anchor droppes into a random position on the seabed - Start of pull by forward move of the ship „Esvagt Connector“ - pull until breakout of anchor - pulling forces limited to 80 t to recover the anchor 19.03.201414 Anchor Penetration Trial | ICPC Plenary

15 Trial Program – Post Pull Survey 19.03.201415 Anchor Penetration Trial | ICPC Plenary -Side Scan Sonar, Multibeam, and Sediment Echo Sounder survey of anchor tracks -Video on final position of anchor AC-14Soll PositionDrop PositionFinal Position Pull Distance in Meter Force in Metric Tons UTM EastUTM NorthUTM EastUTM NorthUTM EastUTM North V336931259669343693105966929369330596692920,00max 78 Multibeam Record Example: VTG Position 3 | AC 14 anchor chain

16 Side Scan Sonar - VTG Position 3 | AC 14 19.03.201416 Anchor Penetration Trial | ICPC Plenary m m drop position final position - SSS used to plan SES lines

17 Sediment Echo Sounder - VTG Pos. 3 | AC 14 19.03.201417 Anchor Penetration Trial | ICPC Plenary SSS Max. penetration depth measured by SES: 0.19 m

18 Video - VTG Position 3 | AC 14 19.03.201418 Anchor Penetration Trial | ICPC Plenary - anchor fully covered with a clay load on base after pull

19 Penetration Depth recorded 19.03.201419 Anchor Penetration Trial | ICPC Plenary - pulling force complies and exceeds the holding power of the anchors –> therefore, results are realistic and comparable to a real anchor event!

20 Trial Results Measured Results - anchor penetration depth is less 1 m for both anchor types (including all measurement errors) - anchor resists on seabed after drop Additional calculations and interpretations - addition of geometry error gives a theoretical maximum penetration depth of 1,2 m - the fluke tip to shank distance may be used as an estimate for the penetration depth (1.0m and 1.2m for AC14 and Hall respectively) - extrapolation to a 29 t anchor gives a theoretical penetration depth of 1,6 m DoB of 1,5 m is agreed with the German authorities also for the TSS 19.03.201420 Anchor Penetration Trial | ICPC Plenary

21 Public Availablity of Results Reports and Videos will be made public available on the SCUK web page or send me an email with your request: anja.drews@tennet.eu 19.03.201421 Anchor Penetration Trial | ICPC Plenary


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