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Standard Scientific Research and Essays Vol. 3(6), pp. 144-152 June 2015 (ISSN: 2310-7502)
Copyright © 2015 Standard Research Journals

 

 

Research article

 

Renewable Energy Generation - Rehabilitation of Pile Foundations for Solar Photovoltaic (PV) Ground Mounted Systems affected by Frost in Ontario, Canada

 

*1Kibriya T PhD and 2Tahir L

 

1Senior Consulting Engineer, Black and Veatch, Kansas, USA

2City University, London, UK

 

*Corresponding Author E-mail: t_kibriya@yahoo.com

 

Accepted 26 June 2015

Abstract

Solar PV farms are a cheap source of renewable energy where the energy released by the sun is harnessed as electricity by the solar photo-voltaic panels and transmitted through the transmission systems. Generation of renewable energy through the solar photo-voltaic systems has gained popularity steadily with the ever increasing number of such facilities being installed worldwide as the costs of solar photo-voltaic panels has kept downward trends. Generation of renewable energy by the use of solar PV panels is one of the cheap sources of renewable energy and such facilities are 100% recyclable on completion of their design/ contract period with negligible effects on the land, surroundings and the environment. These facilities are fully compliant sustainable resources. Renewable energy generation through the solar PV systems are quite popular in the province of Ontario in Canada which has become a popular location for setting up such renewable energy facilities. Strong growth in this sector is led by the strong initiatives of the Government of Ontario for sustainable development and it’s extremely attractive rates offered for generation of renewable energy through Ontario Hydro’s popular Feed-In Tariff (FIT) Program. A large number of Solar PV Facilities are already generating carbon free energy in Ontario while many more are under various stages of development. Such facilities typically vary from 3MW to up to 10 MW for typical utility scale ground mounted systems though few facilities up to 260MW have also come up. Roof mounted systems generally vary from a few kilowatts to around a megawatt, depending on the size of the building roof area. The present official trend is to promote larger sized ground mounted solar PV generating facilities up to 200MW instead of smaller ones. Typical utility scale ground mounted solar PV facilities usually comprise of solar PV panels mounted on series of racking tables supported on foundations mostly comprising of partially embedded steel pipes being the cheapest and most practical option. The governing loads for the foundations of these lightly loaded solar PV structures are usually frost loads especially in areas comprising silty/ clayey soils where large adfreeze stresses develop due to frost, resulting into uplift of foundation piles. Typical winter conditions in Ontario are harsh with extreme frost conditions in most areas which poses unique issues for design and construction of such farms. Being a relatively newer technology, the procedures, codes and standards for design and testing of lightly loaded solar PV structures are still being formulated. In the absence of any specific codes and standards regulating the design aspects of these lightly loaded solar PV structures with frost uplift being the governing load in almost every case for Ontario, Canada, frost heaving and its effects often create adverse conditions for these structures thereby affecting the production and continuous supply of renewable energy to the cities and towns in vicinity who purchase this energy. Due to larger depths of frost penetration in extreme winter conditions, understanding the action of frost and related development of adfreeze on these lightly loaded pile foundations is extremely important. Many such Solar PV facilities have experienced frost uplift of foundation piles either during the construction phase or during its life time. Rehabilitation of such piles affected by frost is also a relatively newer issue with varied handling techniques being followed. This paper investigates these unique issues related with the uplift of the foundation piles of the solar PV facilities and looks into the effects of uplift of the piles along with suggesting various options/ methodologies for rehabilitation of such piles affected by frost, which are presented in this paper. The authors have been involved in design reviews, pile selection/ design and pile load testing in the majority of the solar PV farms either operational or under construction in Ontario along with being heavily involved with the rehabilitation of solar PV farms affected by pile heaving issues.

Keywords: Renewable Energy, Solar PV, Racking Table Foundations, Panel Tables, Solar Panels, Foundation Piles, Rehabilitation, Frost effects
 

 

 


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