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Methods for evaluating risk caused by ice throw

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Methods for evaluating risk caused by ice throw

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There has been much discussion around the topic of ice build-up on wind turbines, particularly those close to civilisation. As with any structure, under the right atmospheric conditions, ice can build-up over a period of time. Whilst the accumulation of ice is highly dependent on weather conditions and the turbines operational state, this build-up can lead to potential risks as the ice melts.

This presentation looks at the new methods developed by Lloyd's Register Consultig to measure and mitigate this risk.

There has been much discussion around the topic of ice build-up on wind turbines, particularly those close to civilisation. As with any structure, under the right atmospheric conditions, ice can build-up over a period of time. Whilst the accumulation of ice is highly dependent on weather conditions and the turbines operational state, this build-up can lead to potential risks as the ice melts.

This presentation looks at the new methods developed by Lloyd's Register Consultig to measure and mitigate this risk.

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Methods for evaluating risk caused by ice throw

  1. 1. Working together for a safer world Methods for evaluating risk caused by ice throw from wind turbines Helge Ausland Refsum, Lloyd's Register Consulting Rolv Erlend Bredesen, Kjeller Vindteknikk Winterwind 2015, Piteå, Sweden
  2. 2. ©Lloyd’s Register Consulting Ice – a significant safety risk • Falling ice fatality potential • 40-60 J: Serious injuries to forehead • >80 J: Serious injury to body • Impact energy depends on ice density, mass and velocity. Impact of 40 J corresponds to • 200 g of ice falling from 30-50 m • 500 g of ice falling from 5-6 m • Special competence is needed to understand ice build up and shedding • Damage potential depends on surroundings Source: TNO Greenbook, CPR 16E, TNO ,1992 Example of accumulated ice at Tryvann communication mast, Oslo, 2014.
  3. 3. ©Lloyd’s Register Consulting Current standard for safety distances is too simple • Commonly used safety distance rule for icefall from an operational wind turbine Safety distance = 1,5 * (H+D) where H = hub height of wind turbine D = rotor diameter • Our simulations and observations have shown that the actual safety distance may be both longer and shorter Source: IEA Wind 2012, Kjeller Vindteknikk Ice chunk of around 1 kg, observed at Norwegian wind farm.
  4. 4. ©Lloyd’s Register Consulting Precise mapping of ice risk – site specific approach Metrological study • Probability of ice in construction • Estimated size and weight distribution of falling ice Risk assessment • Site risk for personnel operating the facility and third parties • Individual risk for different exposures, e.g. pedestrians and vehicle passengers Acceptance criteria • Proposed criteria for different safety zones • Based on Norwegian Directorate for Civil Protection (DSB) guidelines • Final, site specific criteria determined by installation owner (or by law where applicable) Risk reducing measures • Recommendations for risk reducing measures • Meteorological forecasting of ice throw probability
  5. 5. ©Lloyd’s Register Consulting Probability distribution of falling ice used to map risk of fatality Falling ice • Calculated distribution of falling ice per square meter • Estimated energy per ice cube Protection • Tunnels etc. may provide 100% protection • Car: 10% risk of ice hitting wind screen, 140 J required to penetrate windscreen Fatality criteria • 10% risk of person being hit (covers area of ~20cm x 50cm) per square meter • Potentially fatal if energy > 40 J Risk of fatality • Map of annual probability for loss of life (PLL) due to falling ice from facility
  6. 6. ©Lloyd’s Register Consulting Suggested acceptance criteria for third person • Key principle: Facility should not increase risk to public significantly compared to daily risk in society • Acceptance criteria are given as annual probability for loss of life (PLL) caused by the facility • Exposure time is factored into the acceptance criteria • Based on Norwegian Directorate for Civil Protection (DSB) guidelines • Higher risk may be accepted for personnel operating the facility, given sufficient knowledge and routines to handle the risk Outside outer zone: Schools, kindergartens, shopping malls, hospitals, etc. Facility Inner zone: Ski tracks, hiking areas Middle zone: Public roads, industrial sites, scattered houses Outer zone: Houses, cafés, shops, etc 10-5 10-6 10-7 10-4
  7. 7. ©Lloyd’s Register Consulting Risk reducing measures • Ice fall risk is typically concentrated to a few, short periods per year • Meteorological forecasting • Ice sensors • Risk reducing measures for third party  Clearly visible warning signs  Fencing around area, locked gates  Limit public activities  Re-routing of footpath, ski tracks etc. • Risk reducing measures for operating personnel  Protective grids, roofs or tunnels  Personal protective equipment (PPE) Warning system at Tryvann communication mast, Oslo, 2015.
  8. 8. ©Lloyd’s Register Consulting Benefits from our approach Planning • Ensure safety by design • Optimize installation footprint Consent • Increased certainty and understanding of risk level • Solid documentation of the impact on the surroundings Operation • Ensure a safe working environment • Minimize negative effects on third parties Project developers Installation owners Operators
  9. 9. ©Lloyd’s Register Consulting Explore our services • Risk assessments and consequence modelling • Recommended safety zones • Recommendations of risk reducing measures • Meteorological simulations • Ice forecasting and warning systems • Human factors and safe behaviour studies http://www.lr.org/consulting www.vindteknikk.no
  10. 10. ©Lloyd’s Register Consulting References 1. Bredesen, R.E., Harstveit, K., Refsum, H.: IceRisk: "Assessment of risks associated with ice throw and ice fall.", Winterwind 2014. 2. Bredesen, R.E.: Antennemast Tryvann, Oslo kommune – IceRisk - Beregninger av isnedfall med validering. KVT Report, KVT/KH/2013/R079, Revisjon 15.5.2014, Kjeller Vindteknikk, 2014. 3. Refsum, H.A.: "Risikoanalyse – Antennemast Tryvann – Vurdering av risiko tilknyttet isnedfall", 104282/R1a, Lloyd's Register Consulting, 2014. 4. Bredesen, R.E. og Harstveit, K.: "Raskiftet, kommunene Åmot og Trysil, Hedmark – Konsekvenser av atmosfærisk ising på ferdsel", KVT/REB/2013/R047, Kjeller Vindteknikk AS, 2013. 5. Refsum, H.A.: "Risikoanalyse – Iskast fra Raskiftet vindkraftverk", 104046/R1, Scandpower AS, 2013. 6. DSB Temaveileder ”Sikkerheten rundt anlegg som håndterer brannfarlige, reaksjonsfarlige, trykksatte og eksplosjonsfarlige stoffer: Kriterier for akseptabel risiko”, Mai 2013. 7. Bredesen, R.E.: Antennemast Tryvann, Oslo kommune – IceRisk - Beregninger av isnedfall på bilvei. KVT Report, KVT/REB/2014/R071, Kjeller Vindteknikk, 2014 8. Kjørri, M.: "Vurdering av risiko for bilister på Tryvannsveien i forbindelse med isnedfall fra antennemast Tryvann", 105226/R1, Lloyd's Register Consulting, 2014.
  11. 11. ©Lloyd’s Register Consulting Recent example of results from Norwegian wind farm
  12. 12. Lloyd’s Register and variants of it are trading names of Lloyd’s Register Group Limited, its subsidiaries and affiliates. Copyright © Lloyd’s Register Consulting. 2014. A member of the Lloyd’s Register group. Working together for a safer world Helge Ausland Refsum Principal Consultant Norway / Kjeller T +47 95 04 90 85 E helge.refsum@lr.org Lloyd’s Register Consulting http://www.lr.org/consulting Rolv Erlend Bredesen Advisor Norway / Kjeller T + 47 90 12 97 89 E rolv.bredesen@vindteknikk.no Kjeller Vindteknikk AS www.vindteknikk.no

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