Age-dependent fragility and life-cycle cost analysis of wood and steel power distribution poles subjected to hurricanes

Abstract Power distribution systems are susceptible to damage from natural hazards, especially hurricanes. Hurricane winds can knock down distribution poles thereby causing power outages resulting in millions of dollars in lost revenue and restoration costs. Wood has been the dominant material used to support overhead lines in distribution systems in the US. Recently however, utility companies have been searching for cost-effective alternatives to wood due to environmental concerns, durability concerns and high cost of maintenance. Steel has emerged as a viable alternative to wood due to its advantages such as lower maintenance cost, light weight, consistent performance and invulnerability to insect attacks. Both wood and steel poles are prone to deterioration over time due to decay and corrosion, respectively. As utility companies increasingly adopt the use of steel poles, there is need for a comprehensive approach to compare the long-term reliability and cost-effectiveness of wood and steel poles. This study demonstrates a framework for comparing wood and steel poles subjected to hurricanes through fragility analysis that takes into account the strength deterioration over time. The framework also includes life-cycle cost analysis that incorporates fragility and strength deterioration. To demonstrate the framework, three locations in Florida, Virginia and Massachusetts were considered.

[1]  Bruce R. Ellingwood,et al.  Wind Load Statistics for Probability-Based Structural Design , 1999 .

[2]  Reginald DesRoches,et al.  Age-Dependent Fragility Models of Utility Wood Poles in Power Distribution Networks Against Extreme Wind Hazards , 2014, IEEE Transactions on Power Delivery.

[3]  Bruce R. Ellingwood,et al.  Hurricane damage to residential construction in the US: Importance of uncertainty modeling in risk assessment , 2006 .

[4]  Maurice E. Bronstad,et al.  Development of Energy-Absorbing Composite Utility Pole , 2003 .

[5]  Habib Dagher,et al.  Reliability-Based Design of Utility Pole Structures , 2006 .

[6]  Yue Li,et al.  Reliability assessment of power pole infrastructure incorporating deterioration and network maintenance , 2014, Reliab. Eng. Syst. Saf..

[7]  B. Lacoursiere Steel utility poles: advantages and applications , 1999, 1999 Rural Electric Power Conference (Cat. No. 99CH36302).

[8]  Mark G. Stewart,et al.  Risk-based economic assessment of mitigation strategies for power distribution poles subjected to hurricanes , 2014 .

[9]  Jeffrey J. Morrell,et al.  Wood pole purchasing, inspection, and maintenance: A survey of utility practices , 2002 .

[10]  Lawrence A. Twisdale,et al.  U.S. Hurricane Wind Speed Risk and Uncertainty , 2009 .

[11]  Lawrence A. Twisdale,et al.  SIMULATION OF HURRICANE RISK IN THE U.S. USING EMPIRICAL TRACK MODEL , 2000 .

[12]  J.D. McCalley,et al.  Degradation-path model for wood pole asset management , 2005, Proceedings of the 37th Annual North American Power Symposium, 2005..

[13]  Asce,et al.  Guidelines for Electrical Transmission Line Structural Loading , 1991 .

[14]  L. E. Stetson,et al.  Application experience with 69 kV steel utility poles , 1999, 1999 Rural Electric Power Conference (Cat. No. 99CH36302).

[15]  Y. K. Wen,et al.  Minimum Building Life-Cycle Cost Design Criteria. I: Methodology , 2001 .

[16]  R. E. Harness Steel distribution poles and their environmental implications , 2000 .

[17]  Christopher A. Bolin,et al.  Life cycle assessment of pentachlorophenol-treated wooden utility poles with comparisons to steel and concrete utility poles , 2011 .

[18]  J. Beven,et al.  Tropical Cyclone Report Hurricane Sandy , 2013 .

[19]  Yue Li,et al.  Hurricane risk assessment of power distribution poles considering impacts of a changing climate , 2013 .

[20]  Thomas A. Short,et al.  Electric Power Distribution Equipment and Systems , 2005 .

[21]  J. R. Goodman,et al.  Life cycle economics of wood pole utility structures , 1990 .

[22]  L. Rolfseng,et al.  Simulation of wood pole replacement rate and its application to life cycle economy studies , 2000 .

[23]  J M Jailloux,et al.  DURABILITY OF REINFORCED EARTH STRUCTURES: THE RESULTS OF A LONG-TERM STUDY CONDUCTED ON GALVANIZED STEEL. , 1988 .

[24]  Jawwad Ahmed Farid Products and Pricing , 2014 .

[25]  A. Hileman National Electric Safety Code , 2018, Insulation Coordination for Power Systems.