Innovation does not need to be cutting edge, it only needs to solve a problem: three reasons why wind energy is borrowing solutions from the construction sector.
Romeu Gaspar, X&Y Partners
The global onshore wind sector is expected to grow 19% per year till 2015. Not as much as it has grown in the past (28% per year from 2006 to 2011) but still very respectful for a sector that is rapidly approaching market maturity (Exhibit 1). One of the key drivers fueling this growth is LCoE (Levelized Cost of Energy*) reduction, either by improving efficiency or by decreasing costs. Concrete towers do not contribute to the former, but can contribute to the latter.
Exhibit 1 – 2006-2015 global wind power installed capacity (GW)
A wind tower is not the first thing that comes to mind when thinking about technological developments in wind energy, as its impact on system performance is very small. However, wind towers can represent more than 25% of the total WTG (Wind Turbine Generator) cost (Exhibit 2), which makes them a relevant area for cost optimization.
Exhibit 2 – Cost breakdown and impact on system performance for the main components of an illustrative Wind Turbine Generator (WTG)
The ubiquitous steel tower already benefits from a level of steel manipulation and optimization far above those of most sectors, leaving limited room for improvement. The use of alternative materials, particularly concrete, seems to be a viable alternative for cost optimization (Exhibit 3). Two distinct designs are currently commercially available: full concrete designs, developed by companies such as Enercon (a German turbine manufacturer and systems integrator) and Inneo (a Spanish tower manufacturer); and hybrid systems (which combine a steel tower with a concrete pedestal), developed by companies such as ATS (a Dutch tower manufacturer) and Tindall (a US manufacturer of precast concrete products).
Exhibit 3 – Illustrative industry maturity curve for wind towers
Our forecasts suggest a slow but firm introduction of hybrid and concrete towers, resulting in a 2015 market share of 3 and 6%, respectively (Exhibit 4).
Exhibit 4 – 2011-2015 market share forecasts for steel, hybrid and concrete towers
We believe there are three fundamental reasons for this to happen:
Increasingly larger turbines
The average turbine size of new wind parks has steadily increased over the years (Exhibit 5), in an effort to reduce LCoE. Larger turbines are heavier and have larger rotors, requiring taller and more robust towers.
Exhibit 5 – 2005-2010 average new installed turbine capacity per country
Concrete advocates claim that steel towers are not cost-effective above 90-100m, mainly due to its inherent limitation in tower diameter (tower sections need to be transported by road, limiting its maximum diameter to road width), which creates stiffness issues and requires deeper foundations. Concrete does not have this limitation, as larger diameter towers can be built on-site or made up by smaller precast semi-circular sections. A sample of the current offering of turbine-tower combinations seems to corroborate these claims (Exhibit 6).
Exhibit 6 – Sample of current offering of turbine-tower combinations
Steel price volatility
Steel prices have historically been more volatile than concrete prices, particularly in recent years (Exhibit 7), while sourcing in the wind sector is increasingly dominated by framework agreements and long-term contracts, pressuring companies across the value-chain to favor stability over volatility.
Exhibit 7 – Historical evolution of US iron ore and precast concrete prices
Emergent market growth
While Europe and the US will retain an important role in new wind capacity, emergent markets such as Latin America, Africa and the Middle East are expected to grow at a faster rate (Exhibit 8), assuming an increasingly important role in the global wind sector.
Exhibit 8 – 2011-2015 new installed capacity breakdown per region
Remote manufacturing of towers is typically costly, due to high transportation costs, particularly when wind sites are remote or served by poor transportation networks. Furthermore, several emerging markets (e.g. South Africa, Brazil) require a certain percentage of the total wind park value to be manufactured locally. Common practice in the construction sector suggests that good quality concrete is easier to source locally than good quality steel, and requires less specialized manufacturing labor. In fact, companies such as Enercon regularly use precast concrete mobile factories for remote wind parks (Exhibit 9).
Exhibit 9 – Enercon’s precast concrete mobile factory in Gujarat, India
On a final note, you might be asking yourself why we predict that in the short-term hybrid towers will have a higher market share than concrete towers. After all, hybrid towers seem more complex to design, manufacture and install. Currently they hold however an important advantage over full concrete designs: the existing overcapacity in steel tower manufacturing (Exhibit 10). Hybrid towers allow for the reuse of existing steel tower designs and manufacturing capacity, which will accelerate its short-term market penetration. In the longer-term, once new turbine-tower combinations reach the market and the steel tower surplus is resolved, we expect full concrete designs to be favored over hybrid designs.
Exhibit 10 – 2011 supply vs. demand capacity for major wind park components
(*) LCoE is the price at which electricity needs to be generated to achieve break-even over the lifetime of the project. LCoE is a metric commonly used to compare different projects and energy sources.
This article was originally published in X&Y Partners blog.
The information and views expressed in this blog post are solely those of the author and not necessarily those of RenewableEnergyWorld.com or the companies that advertise on this Web site and other publications. This blog was posted directly by the author and was not reviewed for accuracy, spelling or grammar.
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