The most common cause of wind farm under-performance was solved 100 years ago.
Absolute divas on the dance floor apparently (images: wikipedia.org)

The most common cause of wind farm under-performance was solved 100 years ago.

Every year, a few owners ask us about one of their wind farms that is under-performing badly. Often in the 5% to 20% range. It can be painful: Asset value write-downs, debt restructure and PPA breaches. They often have an armful of technical reports by several providers, none of which contain a clear answer.

The questions are the same: Why is this happening, and what can we do about it?

There are usually several unrelated contributions - performance issues, curtailments, downtime and so on. One cause of under-performance is actually over-expectation though. It is also very easy to mitigate, long before the first hole is dug.

Let's do this!

It's the shear my dear

Most wind farms are financed with analysis involving a mast. Taller masts are much more expensive, so developers use ones that are less tall than hub height to save cost.

During the analysis there are two challenges. The first is to work out the wind speed at the height of the mast. Then after that, working out the wind speed up at turbine hub height. We call the change of wind speed with height 'shear'.

The planetary boundary layer

When air flows near something, aerodynamicists (yep that's me) call that air flow the 'boundary layer'. Boundary layers are found on many scales, from the wings of a butterfly, to those of an aircraft.

At even bigger scales, wind farms usually live entirely in the planetary boundary layer. i.e. the boundary layer of the atmosphere as it flows over the surface of the world, usually hundreds of metres thick.

The theory came first...

You can think of Ludwig Prandtl, and Theodore von Kármán as the fathers of boundary layer theory, published in 1930.

Prandtl and von Kármán found that changes in wind speed were proportional to changes in the logarithm of distance from the surface (height in our case). This is often called Log Law but has other names too. If we know the wind speed at two different lower heights, we can use this equation to predict wind speeds at hub height.

...then the engineers got involved

Engineers like to come up with so-called 'engineering approximations'. The log law can be unintuitive, and a simpler Power Law is a decent fit in most cases. With Power Law we can characterise shear with a single number (often termed the alpha coefficient). 0.08 is very low shear. 0.4 is very high shear. Higher values mean bigger changes of wind speed with height. Nice and easy.

Most preconstruction analysis used in wind farm financing uses power law rather than log law to predict hub height wind speed at wind farms.

As you can see from the figure at the top, log law and power law are very similar. In normal wind farm analysis applications though, using power law usually results in a slightly higher hub height wind prediction than using log law. Most of the time, this is an over-prediction.

(It is notable that the log/power decision has long been a factor, even when hub heights were half what they were now, since it is height ratios that matter not distances in metres. A mast at 2/3 or 3/4 of hub height will present a risk at any scale)

Strongly held beliefs

The truth is that it is very difficult to measure shear accurately enough to discern whether the log or power law is more accurate in any one specific case. It tends to be obscured by anemometer uncertainties and correlation scatter.

Also real world boundary layers have all manner of shapes, varying with surface roughness, terrain shape and atmospheric stability. Both log and power law are approximations.

There are also very strongly held opinions, and a great deal of inertia, caution and reluctance to change.

To avoid distraction, I'm actually going to gloss over the theoretical debate, and focus on real outcomes, at real wind farms.

Hard won experience

Looking back over 20 years of experience, including numerous performance reviews and reconciliations, things become clearer.

A large proportion of under-performing projects have something in common: They tend to be in places with relatively high shear, with a mast shorter than hub height, and the analysis has been done with power law.

Put simply, the over-prediction of wind speed at hub height is a very common contribution, even when very good quality masts are used.

Use of log law often materially closes the gap, by as much 5% of long-term energy yield, and occasionally more.

Are we learning though?

The truth is that if these analyses had been done using log law, in most cases a more realistic estimate of long-term production would have been known before construction rather than after.

So let's assume for now that Prandtl and von Karman were right in 1930 with the Log Law, and although the power law is a nice easy approximation, it is not as accurate. The technical fix then is very easy. Simply use log law in hub height wind speed prediction, at least in most situations.

The main blocker though is not technical, but commercial and reputational. Lower energy numbers are uncomfortable for everyone, so power law will continue to see widespread use, and be defended to the hilt by those that do.

Wind farm owners unite!

The solution really comes from those who end up carrying the cost of over-prediction - the long-term owners of wind farms. They are the ones that could insist on analysis using log law during the acquisition of wind farms.

It would be a pity if one of the key causes of asset under-performance, discovered nearly 100 years ago, wasn't used to inform investment.

Try Boxkite

Boxkite now accepts wind measurement datasets. It is fast and easy to use, and the next update will do shear analysis, using log law. If you'd like to try Boxkite for your next acquisition, or you're on the sell-side and want to know what impact it will have, get in touch at [email protected].






Bruce Caldwell

Head of Renewable Technical Services (RTS) at ITPEnergised

4 个月

I enjoyed this, and the comments - good work all. There’s another reason developers don’t use tall masts - planning. Or more accurately, objectors. I had to appeal a MM once. Thankfully successfully. We’ve done more TDD projects this year than ever before. And seen fewer successful transactions. So often, the assumptions made during early development don’t stack up. And it’s expensive to unpick them. Boxkite seems to make that unpicking easier, quicker and more cost effective - further conversation to be had Mat (hopefully next time Harts won’t have sold out of cinnamon buns!)

回复
Mark Kelly

Assoc. Prof. @ DTU: Wind Energy Dept., Ris? Lab/Campus

4 个月

Hello Matthew Colls, it is nice to see you remind folks that it is height ratios (not differences) that are important in vertical extrapolation ['VE']. However, I disagree with the overall conclusion for the most part, based on both theory and industrial practice. Per the latter, there are other sources of systematic (and random) uncertainty which can exceed that due to VE; e.g. we have seen this repeatedly over the past decade in putting together an IEC standard on uncertainty in Wind Resource Assessment (64100-15-2, expected publ.2025). Further, as Brian Ohrbeck Hansen pointed out earlier here, the oft-used WAsP software does not simply use the log-law nor power-law; rather, since the 90's geostrophically perturbed Monin-Obukhov theory with extension above the surface layer is used (see https://dx.doi.org/10.1002/we.1829 for details). Regarding the uncertainty aspect, for shear extrapolation including both random and systematic components (bias) one can see a modern assessment across ~100 sites in our 2019 report for the standards development (https://doi.org/10.11581/dtu.00000261). The bias you claim is not evident, nor encountered in modern WRA over non-complex terrain. [I welcome further discussion, hit charcter limit!]

Brian Ohrbeck Hansen

Senior Development Engineer | Wind Energy

5 个月

Using the log law or the power law for vertical extrapolation of wind conditions can sometimes lead to relatively large uncertainty and bias. This was known in the wind energy sector in the 1980's, and the European Wind Atlas (Ib Troen and Erik Lundtang Petersen; Ris? National Laboratory, 1989) was the first attempt to provide comprehensive guidelines and statistics for the calculation of the wind energy resources of the European Community countries. The?Wind Atlas Methodology?was first developed and described in detail for the European Wind Atlas, making it possible to transfer detailed information about the mean wind climate from one location to another, e.g. using the Wind Atlas Analysis and Application Program (WAsP). DTU Wind and Energy Systems still recommends using wind flow modelling for wind resource assessment and site assessment, including vertical extrapolation of wind conditions.

Romain Molins

Senior Lead Specialist at Mainstream Renewable Power

5 个月

Thanks Matthew, it's a very good point which easily gets hidden or forgotten when talking of wind farm performance vs. pre-construction. Personally I don't really mind this power vs. log law debate, as soon as one acknowledges that the shear measured across mast heights (assuming we are measuring below hub height) will be different from the shear from top mast height to hub height. That means the shear method used will require some kind of correction to account for the shear "relaxation". Then the conversation shifts to how do we correct it...

Steve Gilkes

Wind Turbine Technology Consultant (born at c. 315ppm)

5 个月

Hi, Matt, interesting to see this revisited. Along with all the realities already mentioned that "test" the validity of BL theory, what about the effect of the rotor sweeping from less than half hub height to a much greater height?

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