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**Wind Energy Science**
The interactive open-access journal of the European Academy of Wind Energy

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**Research article**
30 Jan 2019

**Research article** | 30 Jan 2019

Coupled wind turbine design and layout optimization with nonhomogeneous wind turbines

- Department of Mechanical Engineering, Brigham Young University, Provo, UT 84602, USA

- Department of Mechanical Engineering, Brigham Young University, Provo, UT 84602, USA

**Correspondence**: Andrew P. J. Stanley (stanley_andrewpj@byu.net)

**Correspondence**: Andrew P. J. Stanley (stanley_andrewpj@byu.net)

Abstract

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In this study, wind farms were optimized to show the benefit of coupling complete turbine design and layout optimization as well as including two different turbine designs in a fixed 1-to-1 ratio in a single wind farm. For our purposes, the variables in each turbine optimization include hub height, rotor diameter, rated power, tower diameter, tower shell thickness, and implicit blade chord-and-twist distributions. A 32-turbine wind farm and a 60-turbine wind farm were both considered, as well as a variety of turbine spacings and wind shear exponents. Structural constraints as well as turbine costs were considered in the optimization. Results indicate that coupled turbine design and layout optimization is superior to sequentially optimizing turbine design, then turbine layout. Coupled optimization results in an additional 2 %–5 % reduction in the cost of energy compared to optimizing sequentially for wind farms with turbine spacings of 8.5–11 rotor diameters. Smaller wind farms benefit even more from coupled optimization. Furthermore, wind farms with closely spaced wind turbines can greatly benefit from nonuniform turbine design throughout the farm. Some of these wind farms with heterogeneous turbine design have an additional 10 % cost-of-energy reduction compared to wind farms with identical turbines throughout the farm.

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Stanley, A. P. J. and Ning, A.: Coupled wind turbine design and layout optimization with nonhomogeneous wind turbines, Wind Energ. Sci., 4, 99–114, https://doi.org/10.5194/wes-4-99-2019, 2019.

Copyright statement

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Copyright statement.

The US Government retains and the publisher, by accepting the article for publication, acknowledges that the US Government retains a nonexclusive, paid-up, irrevocable, worldwide license to publish or reproduce the published form of this work, or allow others to do so, for US Government purposes.

1 Introduction

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Mitigating wake interactions among wind turbines is one of the most difficult challenges in wind farm design. Upstream turbines remove energy from the wind, decreasing the energy available to and increasing the loading on downstream turbines. These wake losses often reduce the power production by 10 %–20 % when compared to unwaked conditions (Barthelmie et al., 2007, 2009; Briggs, 2013). Thus, a major part of wind farm design is predicting and reducing wake interactions among turbines. In this paper, we minimized the cost of energy (COE) of wind farms through layout and turbine design optimization. We gave special attention to coupled design and layout optimization and to wind farms with nonhomogeneous turbine designs. To successfully optimize the many variables that come from coupling layout and turbine design, we used exact analytic gradients as opposed to one of the gradient-free optimization methods commonly used in wind farm design. Although multimodal design spaces, like wind farm design spaces, are often well suited for gradient-free algorithms, gradient-based optimization methods can be useful in some cases, such as when using many turbines or when considering more design variables than just turbine layout. Even though gradient-free algorithms may be superior in finding global optima compared to gradient-based methods, as the number of design variables in a problem increases, the computational expense for gradient-free optimization methods rises dramatically. For large wind farms, purely gradient-free methods become infeasible, and while gradient-based optimization methods converge to local minima, they scale much better with the number of design variables. When considering several design variables or wind farms with many turbines, gradient-based optimization with multiple starting points becomes the best and often only feasible solution method. Rather than limit ourselves to the 9–25 turbines typically used in gradient-free optimization studies, we used gradient-based methods to optimize wind farms of 32–60 wind turbines (with the ability to do more), coupled with as many as 18 additional variables from the optimization of two different turbine designs.

Three main methods exist to decrease wake interactions among wind turbines in a wind farm: layout optimization, active control, and turbine design. The wind farm layout optimization problem has been widely studied in recent years. There is abundant literature from the research community discussing various methods to approach the wind farm layout optimization problem including gradient-free methods (Marmidis et al., 2008; Emami and Noghreh, 2010; Kusiak and Song, 2010; Ituarte-Villarreal and Espiritu, 2011; Feng and Shen, 2015; Gao et al., 2015) and gradient-based methods (Pérez et al., 2013; Park and Law, 2015; Fleming et al., 2016; Guirguis et al., 2016; Gebraad et al., 2017). A mix of gradient-free and gradient-based optimization approaches might also be advantageous (Réthoré et al., 2014). The premise of layout optimization is simple: design the wind farm layout such that wake interactions among turbines are minimal. However, the problem is more challenging than it may initially seem. The space of a wind farm is constrained, so for all realistic wind roses, any turbine layout will have some wind turbines that are waked or partially waked some or all of the time. Therefore, to find the best layout often nonobvious trade-offs must be made to minimize wake interactions throughout the entire farm. Also, the number of wake simulations to model a wind farm scales with the square of the number of turbines, becoming computationally expensive for farms with many turbines. Another challenge comes from the extreme multimodality of the design space. For farms with many wind turbines, it becomes impossible to know if a solution is the global optimal solution or just a local optimum. Additional complexity arises from the stochastic nature of wind. Although often treated as deterministic, annual wind direction and speed distributions are uncertain and variable, meaning that the optimal wind farm layout for one year may not be optimal the next.

Active turbine control refers to adjusting a turbine's settings to affect the wake it produces downstream. This will reduce the power production of the individual turbine but may be beneficial to the farm as a whole. Wake steering through active yaw control is a method of control optimization (Fleming et al., 2016; Gebraad et al., 2017). Although not considered in the approach presented here, active control can be applied to the wind farms in this study for additional improvements.

The third method to decrease wake interactions in a wind farm is turbine design. Turbine design is admittedly a broad category, involving a variety of elements. In this paper we specifically explored heterogeneous hub heights, rotor diameters, turbine ratings, tower diameters, tower shell thicknesses, and blade chord-and-twist distributions in the same wind farm. In all, these variables represent a significant portion of wind turbine design and approach complete turbine design. In recent years heterogeneous turbine design has begun to receive attention from the research community, and several studies have begun to look into wind farms with mixed turbine designs. Chen et al. (2013) optimized a wind farm layout and allowed turbines of different hub heights, finding a power output increase of 13.5 % and a COE decrease of 0.4 % compared to a uniform hub height farm (Chen et al., 2013). Chowdhury et al. (2010) found a 13.1 % increase in power generation in a wind farm with rotor diameter and layout treated as design variables, compared to a wind farm with just optimized layout (Chowdhury et al., 2010). In another study, Chowdhury et al. (2013) found that the capacity factor of a wind farm increases by 6.4 % when the farm is simultaneously optimized for layout and turbine type, with different turbine types in the wind farm, compared to a farm where every turbine is identical (Chowdhury et al., 2013). Chen et al. (2015) also performed a study in which the layout and turbine types are optimized in a wind farm. They found that the optimal wind farms had several different turbine types rather than one type throughout the entire farm (Chen et al., 2015).

In our previous work, we have found that wind farms with mixed turbine designs can produce cheaper power than farms with homogeneous turbine design. In one study, we optimized turbine layout and hub height in a farm with 25 wind turbines. Results indicated that farms with constant low wind shear and closely spaced wind turbines can greatly benefit from having turbines with different hub heights. The farms with mixed turbine heights had an optimal COE up to 5 %–6 % lower than the farms with all the same turbine heights (Stanley et al., 2017). In a continuation of this study, we optimized the hub heights of wind turbines in larger wind farms of up to 60 wind turbines. We also considered two different rotor diameters. For many of the farms that we optimized with smaller rotor diameters, wind farms with two different heights had an optimal COE that was 5 %–10 % lower than the wind farms with all identical turbine heights (Stanley et al., 2019). In another study, we optimized a 25-turbine grid wind farm for turbine height and rotor diameter simultaneously, with a constant rated power. We again found that farms with low wind shear and low spacing between turbines benefit more from different turbine designs in the same farm. Our results also indicated that locations with a highly directional wind rose may benefit more from mixed turbine wind farms (Stanley et al., 2018b).

Like the papers mentioned in the paragraphs above, in this study we consider wind farms with different turbine designs. Compared to the literature discussed, we made the following contributions, which are either novel in the field or significant improvements on previous studies. First, we included many aspects of turbine design as design variables coupled with turbine layout rather than select one or two aspects of design or choose from a set of existing turbine models. This allowed us to fully explore the design space and discover additional benefits associated with coupled design optimization. Second, we used gradient-based optimization with exact analytic gradients for every aspect of our wind farm model. This allowed us to optimize large wind farms and include many design variables, which would be impossible with a gradient-free optimization approach. Third, we specifically addressed how sequentially optimizing turbine design, then layout compares to fully coupling the design variables. We found COE reductions of 2 %–10 % for mixed turbine farms compared to homogeneous turbine design farms, on a similar order as our previous studies and studies by other researchers discussed in the literature review.

2 Methodology

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We used the FLORIS wake model to predict the wind speeds throughout the wind farms in our study (Gebraad et al., 2016). The FLORIS model had some discontinuities in the original formulation, so in this study we used a version that has been modified to be smooth and continuously differentiable, enabling gradient-based optimization (Thomas et al., 2017). Additionally, we use a version of the FLORIS wake model that has been modified to consider the 3-D flow field in the wind farm instead of a simpler 2-D flow field (Stanley et al., 2019).

The total velocity deficit, *L*, at any given point was defined as the square
root of the sum of the squares of the loss contribution from each turbine
wake, *l*_{i}:

$$\begin{array}{}\text{(1)}& L=\sqrt{\sum _{i=\mathrm{1}}^{\mathrm{nTurbs}}{l}_{i}^{\mathrm{2}}}.\end{array}$$

Variations in the free-stream wind speed with height were calculated with the wind profile power law:

$$\begin{array}{}\text{(2)}& V={V}_{\mathrm{ref}}({\displaystyle \frac{z}{{z}_{\mathrm{ref}}}}{)}^{\mathit{\alpha}},\end{array}$$

where *V* is the wind speed at height *z*; *V*_{ref} is the reference
wind speed given by the wind data; *z*_{ref} is height at which the
reference wind speed was measured, which we assumed to be 50 m; and
*α* is the wind shear exponent, which defines how the wind speed varies
with height.

We assumed that up to rated power, the rotation of the blades could be controlled such that a constant power coefficient of 0.42 was achieved. The wind turbine power generation was defined as

$$\begin{array}{}\text{(3)}& P=\left\{\begin{array}{ll}{C}_{\mathrm{P}}\frac{\mathrm{1}}{\mathrm{2}}\mathit{\rho}{V}_{\mathrm{eff}}^{\mathrm{3}}A& {V}_{\mathrm{eff}}\le {V}_{\mathrm{rated}}\\ {P}_{\mathrm{rated}}& {V}_{\mathrm{eff}}>{V}_{\mathrm{rated}},\end{array}\right.\end{array}$$

where *C*_{P} is the power coefficient; *ρ* is the air density
which we assumed was 1.1716 kg m^{−3}; *A* is the swept area of the turbine
rotor; and *V*_{eff} is an effective wind speed across rotor, which
was defined as

$$\begin{array}{}\text{(4)}& {V}_{\mathrm{eff}}=V(\mathrm{1}-L),\end{array}$$

where *V* is the free-stream wind speed at the turbine hub height and *L* is
the total velocity deficit. In the case of partial waking, an area-weighted
average is used to calculate *V*_{eff}.

We represented the speeds at any wind direction as a Weibull distribution, which is commonly used to represent wind speed distributions (Justus et al., 1978; Rehman et al., 1994; Dorvlo, 2002):

$$\begin{array}{}\text{(5)}& W\left(V\right)=\left({\displaystyle \frac{k}{{V}_{\mathrm{mean}}}}\right)\left({\displaystyle \frac{V}{{V}_{\mathrm{mean}}}}{)}^{k-\mathrm{1}}\mathrm{exp}\right[(-{\displaystyle \frac{V}{{V}_{\mathrm{mean}}}}{)}^{k}].\end{array}$$

This equation defines the frequency (*W*) of a certain wind speed (*V*). The
shape factor, *k*, was set to 1.76, which is in the range of realistic shape
factors fit to real wind data from various sites around the world
(Garcia et al., 1998; Lun and Lam, 2000). The mean speed for a given
distribution, *V*_{mean}, could be different depending on the wind
direction, meaning that each wind direction had an associated Weibull curve
defining the wind speed distribution from that direction. Figure 1 shows the wind speed Weibull distributions for two different
*V*_{mean} values.

The direction data we had were binned into 36 directions for one wind rose and 72 directions for the other. This is very fine sampling; from a convergence study, we found that it is more refined than necessary to accurately compute the annual energy production (AEP) of a wind farm. For every wind direction at which the power was computed, the wake model needed to be called; therefore, reducing the number of directions at which the wind farm power was computed reduced the time required to optimize. However, too few directions would make the AEP calculation inaccurate. We fit a spline to the direction data and were thus able to sample at any direction. We then performed a two-dimensional convergence study to find how many directions and speeds were required to approach the “true” AEP, which we defined to be the AEP calculated when using 50 wind directions and 30 wind speed samples. We found that at 23 wind direction samples and 5 wind speed samples from the Weibull distributions, the AEP converged within 2 % of the true AEP. This was within the error of our wake model; therefore, this was the number of samples used in our study.

Because the tower height varied in this study, it was necessary to calculate the tower mass and perform structural analyses. In the structural analysis, we calculated stress and buckling in the tower and constrained these values during the optimization. It was necessary to provide a model with gradients for all of our constraints, which included the von Mises stress, shell buckling, and global buckling at any point along the tower; the tower taper ratio; and the first natural frequency of the structure. The method by which these calculations were made is discussed in more detail in our previous study (Stanley et al., 2019).

The variable rotor diameter, turbine power rating, and blade and chord
distributions in this study also needed be accounted for in structural
analysis. To do so, we used a model developed at the National Renewable
Energy Laboratory (NREL) called RotorSE to calculate the rotor mass, rated
and extreme thrust, rated torque, rated wind speed, and moments of inertia
(Ning, 2013). The complex nature of RotorSE allows the user to
fully define a rotor and perform analysis; however, this comes at a cost in
computation time. Because we coupled turbine design and turbine layout
optimization, the rotor analysis needed to be called many more times than in
an isolated turbine design optimization. Thus, to speed up the rotor
calculations in our optimization, we created a surrogate model on the results
provided by RotorSE. We sampled rotor diameters evenly spaced from 46 to
160 m, every 6 m, and rated powers from 0.5 to 10 MW, every 0.5 MW. The
lower limits – 46 m rotor diameter and 500 kW rated power – are both
lower than we expected any of the optimal values to be. The upper limits –
160 m rotor diameter and 10 MW rated power – are both near the upper limit
of current wind turbine technology. For each combination of rotor diameter
and rated power, we used RotorSE to minimize the blade mass using the blade
chord-and-twist distributions as design variables. The optimization was
constrained such that the turbine blades would not fail from stress or
buckling and the power coefficient was greater than 0.42. Note that we did
not vary the airfoils in the optimizations but used those defined by the NREL
5 MW reference turbine (Jonkman et al., 2009). We then used the
converged optimizations, and used *k*-fold cross validation with 10 groups to
choose a fifth-order bivariate spline, which was then applied to each of the
outputs of interest. This spline function was then used in place of RotorSE
in our wind farm optimizations. By creating the surrogate, we achieved the
accuracy of RotorSE without the large associated time requirement, as well as
fast and simple analytic gradients. The *k*-fold cross validation with
10 groups showed that the mean error is below 4 % for the moments of
inertia, approximately 4.5 % for the extreme thrust, and below 3 %
for the rest of the fits. Figure 2 shows the normalized
surface fits for each of the variables of interest.

AEP is a standard objective in wind farm optimization problems because it is easy to calculate and is a valid measure when only power production is affected by the optimization. When aspects of turbine design are included as design variables, this measure is no longer appropriate because costs of the wind farm are affected as well. To accurately represent the trade-offs between power production and cost, we evaluated our wind farm by its COE as was done in our previous paper on wind farms with different turbine heights (Stanley et al., 2019).

We set up our optimization with two different turbine groups. We assigned each turbine to one of two groups, where all turbines in a group had the same tower hub height, rotor diameter, turbine rating, tower diameter, tower shell thickness, and blade chord-and-twist distributions. Rather than optimize each turbine, we chose two groups because our previous study in which we optimized wind farms with different turbine heights indicated that the most benefit comes from increasing from one height group to two. Any benefit from introducing more groups was insignificant (Stanley et al., 2019). We parameterized the tower by specifying the diameter and shell thickness at the bottom, midpoint, and top of the tower and then linearly interpolating diameter and shell thickness at points in between, as shown in Fig. 3.

It may be beneficial to do a binary optimization in which each turbine can change the turbine group to which it belongs, but this greatly increases the complexity of the optimization and makes it gradient-free. Gradient-free optimization is more computationally expensive, which severely limits the number of design variables we can include in the problem. To maintain the gradient-based optimization, we assigned each turbine to one of the groups before starting the optimization. Although the turbines could move throughout the wind farm, once assigned a turbine could not switch to the other group. In this study, we only examined an equal weighting of turbines in each group, but additional benefit may come from optimally choosing the number of turbines in each group.

We ran several cases in which different design variables were included in the
problem to allow comparison of their effects on COE. In all, the design
variables we included were the position of each turbine (*x*_{i}, *y*_{i}), the
tower height of each group (*H*_{1}, *H*_{2}), the rotor diameter of each group
(*D*_{1}, *D*_{2}), the rated power of each group (*R*_{1},*R*_{2}), the tower
diameter of each group (*d*_{1,j}, *d*_{2,j}), and the tower shell thickness
of each group (*t*_{1,j}, *t*_{2,j}). Index *j* refers location on the tower
(*j*=1 is at the bottom, *j*=2 at the midpoint, *j*=3 at the top), meaning
there are six total variables to define diameter (three for each height
group) and six to define the tower shell thickness. The blade chord-and-twist distributions also varied during the optimization; however, because
these were optimized separately to minimize mass when creating our rotor
surrogate model, they were not explicitly changed in this part of the
optimization, making them implicit design variables.

The turbine layout and structural constraints were previously formulated in our multiple-hub-height study (Stanley et al., 2019). Because rotor diameter was a design variable, the turbine spacing constraint was slightly reformulated such that the distance between any two turbines in the wind farm was greater than the sum of the two rotor diameters. Shell buckling refers to the buckling of the cylindrical turbine tower, or hollow “shell”. The margins are unit-less and can be expressed as

$$\frac{\text{shell buckling}\times \mathrm{SF}}{\text{maximum allowable shell\hspace{0.17em} buckling}}}.$$

The rotor diameter and the turbine rating were constrained by the lowest and highest values that were included in the RotorSE optimization, as discussed in Sect. 2.4. The lower limits were never active in these optimizations; however, some of the upper limits were active, as will be seen in the “Results” section. The optimization can be expressed as follows:

$$\begin{array}{}\text{(6)}& \begin{array}{rlrl}{\displaystyle}& {\displaystyle}\mathrm{minimize}& {\displaystyle}& {\displaystyle}\mathrm{COE}\\ {\displaystyle}& {\displaystyle}\mathrm{w}.\mathrm{r}.\mathrm{t}.& {\displaystyle}& {\displaystyle}{x}_{i},\phantom{\rule{0.25em}{0ex}}{y}_{i},\phantom{\rule{0.25em}{0ex}}{H}_{\mathrm{1},\mathrm{2}},\phantom{\rule{0.25em}{0ex}}{D}_{\mathrm{1},\mathrm{2}},\phantom{\rule{0.25em}{0ex}}{R}_{\mathrm{1},\mathrm{2}},\phantom{\rule{0.25em}{0ex}}{d}_{(\mathrm{1},j)},\\ {\displaystyle}& {\displaystyle}& {\displaystyle}& {\displaystyle}{d}_{(\mathrm{2},j)},\phantom{\rule{0.25em}{0ex}}{t}_{(\mathrm{1},j)},\phantom{\rule{0.25em}{0ex}}{t}_{(\mathrm{2},j)}\\ {\displaystyle}& {\displaystyle}& {\displaystyle}& {\displaystyle}i=\mathrm{1},\mathrm{\dots},\mathrm{nTurbs};\phantom{\rule{0.25em}{0ex}}j=\mathrm{1},\phantom{\rule{0.25em}{0ex}}\mathrm{2},\phantom{\rule{0.25em}{0ex}}\mathrm{3}\\ {\displaystyle}& {\displaystyle}\mathrm{subject}\phantom{\rule{0.125em}{0ex}}\mathrm{to}& {\displaystyle}& {\displaystyle}\mathrm{boundary}\phantom{\rule{0.125em}{0ex}}\mathrm{constraints}\\ {\displaystyle}& {\displaystyle}& {\displaystyle}& {\displaystyle}\mathrm{spacing}\phantom{\rule{0.125em}{0ex}}\mathrm{constraints}\\ {\displaystyle}& {\displaystyle}& {\displaystyle}& {\displaystyle}{H}_{\mathrm{1}}-{\displaystyle \frac{{D}_{\mathrm{1}}}{\mathrm{2}}},{H}_{\mathrm{2}}-{\displaystyle \frac{{D}_{\mathrm{2}}}{\mathrm{2}}}\ge \mathrm{10}\phantom{\rule{0.125em}{0ex}}\mathrm{m}\\ {\displaystyle}& {\displaystyle}& {\displaystyle}& {\displaystyle}{d}_{(\mathrm{1},j),(\mathrm{2},j)}\le \mathrm{6.3}\phantom{\rule{0.125em}{0ex}}\mathrm{m}\\ {\displaystyle}& {\displaystyle}& {\displaystyle}& {\displaystyle}{d}_{(\mathrm{1},\mathrm{top}),(\mathrm{2},\mathrm{top})}\ge \mathrm{3.87}\phantom{\rule{0.125em}{0ex}}\mathrm{m}\\ {\displaystyle}& {\displaystyle}& {\displaystyle}& {\displaystyle \frac{\mathrm{3}\mathrm{\Omega}}{\mathrm{1.1}}}\ge {f}_{\mathrm{1},\mathrm{2}}\ge \mathrm{1.1}\mathrm{\Omega}\\ {\displaystyle}& {\displaystyle}& {\displaystyle}& {\displaystyle}\mathrm{shell}\phantom{\rule{0.125em}{0ex}}\mathrm{buckling}\phantom{\rule{0.125em}{0ex}}\mathrm{margins}:\phantom{\rule{0.125em}{0ex}}\mathrm{max}\phantom{\rule{0.125em}{0ex}}\mathrm{thrust}\le \mathrm{1}\\ {\displaystyle}& {\displaystyle}& {\displaystyle}& {\displaystyle}\mathrm{shell}\phantom{\rule{0.125em}{0ex}}\mathrm{buckling}\phantom{\rule{0.125em}{0ex}}\mathrm{margins}:\phantom{\rule{0.125em}{0ex}}\mathrm{survival}\phantom{\rule{0.125em}{0ex}}\mathrm{load}\le \mathrm{1}\\ {\displaystyle}& {\displaystyle}& {\displaystyle}& {\displaystyle \frac{{d}_{(\mathrm{1},j)}}{{t}_{(\mathrm{1},j)}}},{\displaystyle \frac{{d}_{(\mathrm{2},j)}}{{t}_{(\mathrm{2},j)}}}\ge \mathrm{120}\\ {\displaystyle}& {\displaystyle}& {\displaystyle}& {\displaystyle}\mathrm{46}\phantom{\rule{0.125em}{0ex}}\mathrm{m}<{D}_{\mathrm{1}},{D}_{\mathrm{2}}<\mathrm{160}\phantom{\rule{0.125em}{0ex}}\mathrm{m}\\ {\displaystyle}& {\displaystyle}& {\displaystyle}& {\displaystyle}\mathrm{500}\phantom{\rule{0.125em}{0ex}}\mathrm{kW}<{R}_{\mathrm{1}},{R}_{\mathrm{2}}<\mathrm{10}\phantom{\rule{0.125em}{0ex}}\mathrm{000}\phantom{\rule{0.125em}{0ex}}\mathrm{kW}.\end{array}\end{array}$$

Note that *i* is the index defining the wind turbine and *j* is the index
describing the location on the tower.

The gradients for this optimization were all analytic. We calculated the partial derivatives of each small section of the model and included each part in a framework called OpenMDAO, which calculated the gradients of the entire system (Gray et al., 2010). The analytic gradients were significant because they were more accurate, converged to better solutions, and converged on the solution much faster than finite difference gradients. More importantly, they allowed us to solve much larger optimization problems than would have been possible without.

We optimized two different wind farms, each with several different wind shear
exponents and turbine spacing multipliers as will be explained later in this
section. The first wind farm was an imagined 32-turbine wind farm with a
circular boundary, shown in Fig. 4. This wind farm was optimized
with wind data from the city of Alturas, California, gathered by Iowa State
University, shown in Fig. 5
(https://mesonet.agron.iastate.edu/sites/windrose.phtml?station=AAT&network=CA_ASOS,
last access: 25 January 2019). For this wind rose, the average wind speed,
*V*_{mean}, from each direction of this wind rose was assumed to be
8 m s^{−1}, shown in Fig. 6. The second wind farm was
based on the Princess Amalia wind farm, a real farm off the coast of the
Netherlands which has 60 wind turbines, and is shown in Fig. 4.
This wind farm was optimized with the wind direction and average directional
speed data from the NoordzeeWind meteorological mast located in the North
Sea, shown in Figs. 5 and 6
(Brand et al., 2012). The farm boundary for the Princess Amalia wind
farm was the convex hull of the original Princess Amalia layout. The turbines
in the Princess Amalia wind farm are Vestas 2 MW wind turbines, which have a
rotor diameter of 80 m. Therefore, for both wind farms we used a baseline
rotor diameter of 80 m and a baseline power rating of 2 MW. The baseline
hub height used in this study was 100 m.

We optimized both of the wind farms shown in Fig. 4 with three different wind shear exponents (0.075, 0.175, 0.275) and three different spacing multipliers (0.5, 1.0, 1.5). The wind shear exponent defines how fast the wind speed changes with height, as seen in Eq. (2). Low shear exponents are typical over open water or flat plains, while higher shear exponents exist in areas with obstructions, such as large trees or buildings. Figure 7 shows the wind speed profiles of the three shear exponents we used. For a shear exponent of 0.075, there is only an 8.6 % increase in the wind speed from the reference height of 50 to 150 m. For a shear exponent of 0.175 there is a wind speed increase of 21.2 % for the same height difference, and for a shear exponent of 0.275 the wind speed increase is 35.3 % from 50 to 150 m.

We also optimized each wind farm for different turbine spacings by adjusting
the wind farm size by a spacing multiplier, *β*. The baseline turbine
locations were adjusted to scale with the varied wind farm sizes. The
boundary radius of the circular wind farm was multiplied by the spacing
multiplier, and the convex hull of the Princess Amalia farm was applied to
the baseline turbine locations that had been multiplied by the spacing
multiplier. Figure 8 shows both of the wind farms adjusted
by the spacing multipliers, as well as the turbine spacing in baseline rotor
diameters. The circles represent the turbine locations in this figure, with
the circle diameter equal to the baseline rotor diameter, 80 m. As the
turbine designs were optimized, the spacings indicated in this figure (in
rotor diameters) increased or decreased according to the new rotor diameters.
Note that in the circular wind farm, the turbine distances are presented in
the rows closely inline with the dominant wind direction (10^{∘} south
of west; see
Fig. 5). The closest neighboring turbines are actually
$\sqrt{\mathrm{2}}/\mathrm{2}$ multiplied by this value.

The results of gradient-based optimization, especially for problems with many
local minima, are sensitive to the starting location. As in most optimization
problems, there is no guarantee that the solution is the global solution.
Good results can be achieved with a multiple-start approach, where several
different starting points are used for each condition, and the best solution
is used. In our study, we ran fifty to hundreds of starting locations for
each optimization case. For every optimization, we started each turbine
location from the Princess Amalia or circular wind farm baseline locations in
Fig. 8, each perturbed randomly up to two baseline rotor
diameters in the *x* and *y* coordinates. All of the other design variables
were initialized randomly for each optimization.

3 Results

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In this section we will discuss the optimization results of both wind farms,
the apparent benefit of coupled turbine layout and design optimization, as
well as the benefit of heterogeneous turbine design in a wind farm. Because
of the large number of wind farms that were optimized, the optimal layout
plots are not included in this paper; however, they can be found at
https://github.com/pjstanle/stanley2018-turbine-design-optimal-layouts
(last access: 3 January 2019).^{1} We first present results from the
32-turbine circular wind farm optimizations and then compare them to the
60-turbine Princess Amalia wind farm optimizations.

Figure 9 shows the optimal COE results for the circular wind farm. As shown in the legends, the white points represent a layout-only optimization with the baseline turbine design, the gray points indicate a sequential optimization of turbine design and then layout, the black squares show a coupled turbine-design-and-layout optimization, and the blue and pink points represent a coupled-design-and-layout optimization with two turbine groups. As expected, the general trends for all optimization runs show that the higher wind speed from high wind shear results in a lower, superior optimal COE. Additionally, the widely spaced wind turbines indicated by the larger spacing multipliers also result in lower COE due to less wake interaction between turbines. We will discuss each of these optimizations in detail below.

The gray dots in
Fig. 9 show the optimal COE results for a sequential
optimization. First, a turbine was designed for minimal COE in isolation with
the free-stream wind conditions. This turbine design was then used in a wind
farm where the layout was subsequently optimized. The rotor diameter was
constrained such that the turbine spacing constraints would be satisfied in
the baseline farm where the turbine would be installed. This was only
applicable for the smallest wind farms, where *β*=0.5. For each shear
exponent, the optimal turbine design was the maximum rotor diameter and
turbine rating allowed by the optimizer. The rotor diameter was constrained
by the spacing constraint for *β*=0.5 and by the bound constraint for
other turbine spacings. Figure 10 shows the optimal
isolated turbine designs for each shear exponent and spacing multiplier, as
well as the baseline turbine design. Because these turbines are optimized in
isolation and the spacing constraint was not active, the designs for
$\mathit{\beta}=\mathrm{1.0},\mathrm{1.5}$ are the same. When these optimized turbine designs are used
in each wind farm instead of the baseline turbine design, there is a large
COE improvement for the spacing multipliers of *β*=1.0, 1.5. For
*β*=1.0, COE decreases 15.9 %–22.0 % compared to an optimized
wind farm with the baseline turbine design. For *β*=1.5 the COE decrease
is even larger: 24.8 %–26.6 % across all shear exponents. For the
smallest wind farm, *β*=0.5, the turbine design optimized in isolation
results in an extremely inefficient wind farm. When in the wind farm
environment, exposed to much lower average wind speeds, this design results
in a COE that is much worse than the baseline turbine design. The expense
from a bigger and taller turbine, coupled with the strong wake interactions
among turbines that are so closely spaced means that for this wind farm,
optimizing the turbine in isolation actually decreases the wind farm
performance.

Next we will discuss the optimization results of the coupled
turbine-design-and-layout optimizations, represented by the black squares in
Fig. 9. For every shear exponent and spacing multiplier,
there is a large benefit to performing the coupled turbine-design-and-layout optimization compared to
the layout-only optimization with the baseline turbine design. Additionally,
and more importantly, the coupled optimization results in an appreciably
lower COE than the sequential design-then-layout optimization. Obviously for a spacing multiplier of
*β*=0.5, the coupled optimization is far superior to the sequential one
simply by being better than the baseline turbine design. For the spacing
multiplier of *β*=1.0, compared to the sequential optimizations, coupled
optimization results in an additional 6.82 %, 4.75 %, and 2.65 %
COE improvement from layout-only optimization for shear exponents
*α*=0.075, 0.175, and 0.275, respectively. For the largest wind farm,
*β*=1.5, the coupled optimization results in an additional 2.78 %,
3.50 %, and 1.88 % COE improvement compared to the sequential case.

There are several conclusions we can draw from both the sequential and coupled turbine design and layout optimizations. First, and most apparent, optimizing turbine design results in a much better wind farm than a farm in which the turbines are selected arbitrarily or a priori. Second, and more importantly, optimizing turbine design coupled with the turbine layout is significantly better than optimizing the turbine design for the free-stream wind conditions alone. In a wind farm, turbines rarely experience the free-stream wind conditions as they are often waked by the other turbines in the farm. Therefore, the optimal turbine design is based on on average slower wind speeds than the free-stream wind. This results in turbines with smaller hub heights, rotor diameters, and rated powers. One could conceivably optimize the turbine design for some wind speed slower than the free stream and closer to the average speed in the wind farm, which would likely be better than optimizing the turbine design for the free-stream wind speed. However, the average wind speed in a farm is dependent on the turbine layout, making it difficult to choose the correct speed for which to design the turbines. Thus, is important to couple the turbine design and layout optimization for a superior wind farm.

Figure 11 shows the optimal rotor diameters and hub
heights for the coupled turbine-design-and-layout optimizations. For a spacing multiplier *β*=0.5, the
turbines are very close together and in general are heavily waked. Thus to
satisfy spacing constraints and because the average wind speed is very low,
the optimal rotor diameter is small: about 90 m. When the turbines are
spaced farther apart, shown for the larger spacing multipliers, the optimal
rotor diameter is much larger: closer to 120–130 m. In these farms, wake
interactions are not as severe, meaning that the extra power production from
larger rotors is worth the extra turbine capital cost. Also notice the trend
of the optimal turbine height with wind shear exponent: for a low wind shear
exponent, *α*=0.075, the wind speed does not drastically change with
height (see Fig. 7). Therefore, for this wind condition it
is desirable to have short hub heights with a lower turbine capital cost. For
the higher shear exponents, $\mathit{\alpha}=\mathrm{0.175},\mathrm{0.275}$, the wind speed increases
much more with height (See Fig. 7). In these cases, for
every spacing multiplier, the extra cost of building the taller turbines is
made up for in the additional power produced from the high wind speeds.
Remember that a larger rotor diameter reduces the relative spacing between
turbines in the farm, as the original spacing was based on a diameter of
80 m.

In Fig. 12, the black points show the optimal rated powers for the turbines in each optimization case. The optimal rated power scales with the turbine rotor diameter and hub height. Higher turbine rating is expensive; therefore, the small rotors and short turbines, which are more heavily waked and do not produce as much power, do not require a large power rating. The extra cost is not justified by a very slight increase in power. For the high shear exponents and spacing multipliers, the turbines are exposed to faster wind speeds. These turbines are bigger and taller, and the extra power production from raising the rated power is worth the additional cost.

Now we will discuss the most interesting case, the
coupled turbine-design-and-layout optimization with two different turbine
groups. The optimal COE results of these optimizations are shown by the
blue and pink points in Fig. 9. Most visibly, for the
smallest spacing multiplier, *β*=0.5, there is a large COE improvement
for the heterogeneous turbine design optimizations compared to the farms with
homogeneous turbine design (shown by the black squares in
Fig. 9). For this spacing multiplier, the heterogeneous
turbine design farms reduce COE by 21.6 %, 21.67 %, and 22.6 %
compared to the layout-only optimization for shear exponents of
*α*=0.075, 0.175, and 0.275, respectively. The coupled optimizations
with one turbine group reduce COE by 12.59 %, 10.24 %, and
11.15 %. For the smallest spacing multiplier, optimizing turbine design
and layout with two turbine groups reduces COE by an additional
9 %–11.45 % compared to just one turbine group. For the spacing
multiplier *β*=1.0, the coupled optimization with two turbine groups
results in an additional 1.16 %–2.35 % COE decrease compared to with
one turbine group. This is much smaller than the more tightly packed wind
farms but still non-negligible. For the spacing multiplier *β*=1.5, the
optimization with two turbine groups results in only an additional
0 %–0.12 % COE decrease, indicating that when the turbines are
spread very far apart, there is no benefit to allowing multiple turbine
designs in the same farm.

The two different rotor designs in the same wind farm help to improve COE by reducing the wake interaction between wind turbines. By combining tall and short turbines, with large and small rotor sizes, there are more dimensions that the optimizer can manipulate to avoid wakes and improve performance. For the tightly packed wind farms, the turbine layout is greatly limited by the turbine spacing constraints. Additionally, as the turbines are closer together, the wakes greatly reduce the wind speed as they have not had an opportunity to mix with the free-stream air. Both of these factors mean there is a large benefit to avoiding the wakes of other turbines by any means possible. For the larger wind farms where the turbines are spaced farther apart, the wakes are not as detrimental and there is more area in which to avoid wakes in the horizontal plane without needing to change hub height or rotor diameter. In these cases, the heterogeneous turbine designs are not as beneficial.

Figure 13 shows the optimal rotor diameter and hub
height of each turbine group for these cases of coupled turbine design and
layout optimization with two different groups. For the spacing multiplier
*β*=0.5, when the turbines are very close together, there is a large
difference in both the rotor diameter and hub height of each turbine group.
Group 1 is extremely small and short, smaller than even the baseline rotor
diameter, while group 2 is much larger. Even if turbines from each group were
immediately adjacent to each other, there would be minimal wake interaction
between the turbines. For the small wind farms, the sacrifice in power that
comes from one very small and short turbine is made up for in the decreased
wake interference between turbine groups. Essentially, having two different
turbine groups doubles the effective spacing between turbines because
turbines in different groups do not affect each other. For a larger spacing
multiplier of *β*=1.0, each turbine group is still remarkably different
in size and height. The turbines are larger than they were for the smallest
wind farm because the average wind speed is faster when the turbines are
spread farther apart. Notice that, compared to the optimized turbines for
*β*=0.5, the smaller turbines when *β*=1.0 are larger and overlap
more with the taller, bigger turbines. In this case, the power increase from
bigger rotor diameters outweighs the benefit gained from reducing wake
interference.

The turbine sizes for the largest wind farm, *β*=1.5, demonstrate the
multimodality of the wind farm optimization problem. For this spacing
multiplier, each turbine group is more similar than in the previous wind farm
sizes. For the lowest shear exponent, *α*=0.075, both turbine groups are
almost identical. For *α*=0.175, 0.275, there is some difference in
each rotor diameter and hub height, although the difference is not as
pronounced as it was for the smaller wind farms. However,
Fig. 9 shows that for *β*=1.5 the optimal COE from
coupled turbine-design-and-layout optimization is almost exactly the same with one and two turbine
groups. So, a wind farm with the homogeneous turbine design shown in the
bottom row of Fig. 11 and a wind farm with two
different turbine designs shown in the bottom row of
Fig. 13 result in a very similar optimal COE. The same
optimal result is achieved with drastically different farms, each with
different turbines and layouts.

Figure 12 shows the optimal rated power of each height group for the optimization cases with two different turbine groups. The blue and pink dots in this plot correspond to the turbines of the same color in Fig. 13. As with the homogeneous turbine wind farm, the optimal rated power scales with the optimal turbine height and diameter. These larger, taller turbines are optimal in wind farms where they will be exposed to high wind speeds and produce large amounts of power. From a power production standpoint, it is undesirable to ever have a turbine's power limited by the rating. However, turbines with high ratings are more expensive and not worth the cost if the turbine is generally producing low amounts of power. Therefore, the short, small turbines are optimal with a low, cheap power rating. The larger, taller turbines, which produce much more electricity, utilize the higher ratings.

In this section, we will discuss the results from the Princess Amalia wind farm optimizations. All of the optimizations that were performed with the circular, 32-turbine wind farm were repeated for the larger, 60-turbine Princess Amalia wind farm. We will show and briefly discuss the optimal COE results; however, the optimal turbine designs for the Princess Amalia wind farm optimizations were very similar to those for the circular wind farm and therefore will not be included in this paper.

Figure 14 shows the COE results for the 60-turbine Princess
Amalia wind farm optimizations. The trends are similar to the smaller,
circular wind farm. Coupled turbine design and layout optimization is
superior to optimizing each sequentially, especially for the smaller wind
farms where the wind speeds are much lower than the free stream. For the
farms with closely spaced wind turbines, two different turbine designs in the
same farm are significantly better than the farms optimized with a
homogeneous turbine design. If the largest wind farms (*β*=1.5) benefit
from two different turbine design groups, that benefit is negligible. The
optimal COE values for the Princess Amalia wind farm are slightly lower
across the board than the circular wind farm COE values. This is partly
because there are more turbines in the Princess Amalia wind farm so a smaller
portion of the total cost comes from overhead but also is partly due to the
Princess Amalia wind turbines being spaced slightly farther apart than those
in the circular wind farms. Another major difference between the optimal COE
values of each wind farm is in the optimization case with two turbine design
groups. For the Princess Amalia wind farm and a spacing multiplier of 0.5,
two turbine groups provide an additional COE decrease of
6.13 %–9.11 % compared to the wind farm with homogeneous turbine
design. This is significant; however, it is not as large as the
9.01 %–11.45 % additional COE decrease in the circular wind farm
optimizations for the same spacing multiplier. Again, the main cause of this
seems to be that the turbines in the circular wind farms are slightly closer
together than the turbines in the Princess Amalia wind farms.

Table 1 shows how the optimal COE results for each wind
farm compared to the layout optimization with the baseline wind turbine
design. These numbers compare the relative benefit of performing turbine
design with the various scenarios mentioned. High numbers represent a large
COE decrease compared to the layout-only optimization for a given shear
exponent and spacing multiplier combination; they do not necessarily
represent a low COE. There are a few interesting numbers in this table. Most
obvious are the negative values (shown in bold) for the sequential optimization with a spacing multiplier of 0.5.
For these farms, sequential optimization is actually worse than the baseline.
Also notice the COE decrease from coupled optimization with one group to two
groups. For *β*=0.5, there is a huge benefit to having two groups, for
*β*=1.0 there is a small benefit, and for *β*=1.5 there is no benefit
at all. Finally, the benefit of coupled optimization with one group compared
to sequential optimization is important. Again, there is a huge benefit to
coupled optimization for the smallest spacing multiplier, and this relative
benefit decreases as the wind farm size grows. However, even for *β*=1.5,
there is an appreciable benefit to coupled design-and-layout optimization
compared to sequential optimization.

4 Conclusions

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The purpose of this study was to optimize wind turbine design and turbine layout in various wind farms. There was a particular focus on benefits from coupled turbine design and layout optimization, as well as having different turbine designs in the same wind farm. We simulated wind farms in this study by modifying and combining a variety of separate wind farm models, including the FLORIS wake model, portions of TowerSE and Plant_CostsSE, and a surrogate of RotorSE. Wind farms were optimized to minimize COE using turbine layout and turbine design including hub height, rotor diameter, rated power, tower diameter, and tower shell thickness as design variables, as well as blade chord-and-twist distributions as implicit design variables. We optimized two wind farms, a contrived 32-turbine circular wind farm, and the 60-turbine Princess Amalia wind farm. Both were optimized for a range of shear exponents and turbine spacings.

Our main conclusions are twofold: coupled turbine design and layout optimization provides significant benefits compared to optimizing sequentially, and for many wind farms, two different turbine designs can greatly reduce the cost of energy. Without exception, coupled design and layout optimization performed better than optimizing the turbine design followed by the turbine layout. For a turbine design optimized in isolation, as was done in the sequential case, it was always optimal to have a rotor diameter as large as the constraints would allow. Also, in coupled wind farm optimization, the wind farms with large spacing multipliers tended towards large rotor diameters. For this reason, the smallest wind farms benefited most from the coupled design and layout optimization because the wind speeds were slow from strong wake interactions and optimal rotor diameter was small – much different than the turbines optimized in isolation. The coupled optimization was better than sequential optimization, regardless of the wind shear exponent.

Including two different turbine designs in the same wind farm can be very
beneficial in reducing wake interference between wind turbines and result in
a lower COE compared to a farm with all identical wind turbines. For wind
turbines that are close together, wake interactions are very strong between
turbines. With different turbine sizes, the hub height and rotor diameter can
be optimized along with layout to avoid wakes in the vertical plane along
with the horizontal plane. For a spacing multiplier *β*=0.5, indicating
very closely spaced wind turbines, our optimization results show that two
different turbine designs can reduce COE by an additional 10 % compared
to wind farms with homogeneous turbine design. For *β*=1.0, the farms
with heterogeneous turbine designs are marginally better than the optimized
farms with uniform design by 1 %–3 %. For the largest farms,
*β*=1.5, there is no benefit to having two different turbine designs in
the same wind farm. When the turbines are very far apart, the wake
interactions are weak enough that the turbines can approach the turbine
design optimized in isolation. Again, the two turbine groups were better than
one group, regardless of the wind shear exponent. In our previous study, we
optimized wind farms with two different turbine heights and keeping the rotor
diameter and rated powers constant. We found that wind farms with low wind
shear benefited much more from different hub heights than wind farms with a higher wind shear (Stanley et al., 2019). However, in this study the rotor
diameters and rated powers were also optimized. The turbine design could be
customized to best utilize the different wind resources available with
different wind shear values. Therefore, the benefit from having two different
turbine designs in the same wind farm is independent of the wind shear
exponent.

For future research, we make two recommendations. The first is to consider sequential optimization in which the turbine design is not optimized in isolation but for the baseline turbine layout in a sort of “training wind farm”. In this case the wind turbine designs would be more suited for the wind farm environment in which they would operate, and a sequential optimization with two different turbine groups could be performed. The coupled layout and design optimization would still lead to better results, but there would not be as extreme a COE decrease as when the turbine design was optimized in isolation. Our second recommendation is to consider cables costs in the COE calculation. Including cable costs would encourage wind turbines to group closer together, which may affect the optimal turbine layout. If the turbines are closer together in clusters, the larger wind farms might benefit more from mixed turbine designs. Additionally, including cable costs will increase the COE for the larger wind farms meaning there would be some penalty for the larger wind farms, where in the method presented in this paper, largely there was no penalty for widely spaced turbines.

Code and data availability

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Code and data availability.

The code written for this paper is included here: doi:10.5281/zenodo.2530839 (Stanley, 2019). All dependencies, with the exception of the optimizer SNOPT are open source. Also in this set are the optimal wind farm layouts mentioned in Sect. 3, with the path stanley2018-turbine-design/latex-files/Figures/optimalLayouts/.

Author contributions

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Author contributions.

APJS performed this research and is the primary author. AN helped develop ideas and direction, provided feedback, and provided editing for the paper.

Competing interests

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Competing interests.

The authors declare that they have no conflict of interest.

Acknowledgements

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Acknowledgements.

The authors developed this journal article based on funding from the Alliance for Sustainable Energy, LLC, Managing and Operating Contractor for the National Renewable Energy Laboratory for the US Department of Energy.

Funding for the work was provided by the DOE Office of Energy Efficiency and
Renewable Energy, Wind Energy Technologies Office.

Edited by: Johan Meyers

Reviewed by: two
anonymous referees

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These figures have been archived together with the present paper.

Short summary

We show that optimizing wind turbine design and wind turbine layout at the same time is superior to doing so sequentially. This coupled optimization can reduce the cost of energy by 2–5 % compared to sequential optimization. We also demonstrate that wind farms with closely spaced wind turbines can greatly benefit from different turbine designs throughout the farm. Heterogeneous turbine design can reduce the cost of energy by up to 10 % compared to farms with all identical turbines.

We show that optimizing wind turbine design and wind turbine layout at the same time is superior...

Wind Energy Science

The interactive open-access journal of the European Academy of Wind Energy