Open Access

Computational study of the effect of trees on wind flow over a building

Renewables: Wind, Water, and Solar20152:2

DOI: 10.1186/s40807-014-0002-9

Received: 18 June 2014

Accepted: 30 September 2014

Published: 20 January 2015


A computational study was performed to investigate the effect of varying upwind tree heights on the wind flow over a 15-m high, flat-roof building. It is shown that trees can have a significant effect on the mean wind speed and turbulence over the roof and should be included when performing a computational fluid dynamics simulation. The calculations also provide guidance for undertaking wind tunnel experiments on simulated trees and buildings to investigate their interaction. The effect of the trees on the mean wind speed above the roof was not a monotonic function of ratio of tree-to-building height. Further, the trees reduced the level of turbulence over the roof. The study also confirmed that the production of turbulent kinetic energy by the trees and its subsequent advection over the building are the main causes of the modified flow.


Trees CFD Buildings Log law Wind resource assessment Building-mounted wind turbines Photovoltaic arrays


The roofs of buildings provide many opportunities for renewable energy generation, all of which require knowledge of the wind flow and turbulence. This is obvious for building-mounted wind turbines, but photovoltaic and solar thermal installations can often experience high wind loads and may incur significant structural costs to withstand them. In many cases, buildings are close to trees which, if upwind of the building, can significantly alter the wind flow.

Wind flows around trees are characterized by vortex shedding, high drag, and complex wake turbulence. Surprisingly, many computational fluid dynamics (CFD) simulations involving the urban landscape do not model trees viz Blocken et al. (2012) and Tabrizi et al. (2014). In some cases, it is possible to treat trees as a porous surface (Hakimi and Lubitz 2014). Excluding trees will lead to errors because their wakes persist a long downstream distance in terms of velocity deficit and increased turbulence, (Ishikawa et al. 2006). Knowledge of the wake is likely to be important in deciding where to erect a small wind turbine whose hub height is comparable to that of surrounding trees. Kalmikov et al. (2010) modeled trees in a simulation over the Massachusetts Institute of Technology campus by introducing a sink term in the momentum equation but did not account for the effect on the turbulent kinetic energy, k.

Much work has been done on the effects of vegetative canopies on the atmospheric boundary layer, e.g., Raupach and Shaw (1982), Finnigan and Shaw (2008), etc. The introduction of form drag within a canopy is purported to convert the mean kinetic energy and large scale k to its form at smaller scales (Wilson and Shaw 1977). However, this paper will consider only individual trees and their effects on the wind flow over a single generic building. The study is entirely computational, using the well-known kε turbulence model, where ε is the dissipation. It has two major aims, first to demonstrate the importance of trees for the roof flow, and, second, to give guidance for further investigation by wind tunnel experiments.

The computational modeling of trees is described in the next section. ‘The modeled building and computational domain’ subsection outlines the generic building and the upwind trees of varying height. The results and discussion are contained in the ‘Results and discussion’ section which is followed by the conclusions.


Modeling of trees

Amorim et al. (2013) accounted for the loss of momentum by introducing a sink term in the momentum equations. As mentioned earlier, by doing this, k is suppressed. To counteract this, a source term was added to the k budget. They introduced a parameter, β p , which represents the fraction of the mean flow kinetic energy that is converted to the wake k. They also included a parameter, β d , which accounts for the k dissipated through the ‘short-circuiting’ of the energy cascade from the large to small eddies. Amorim et al. (2013) modeled the sink term for the momentum equations as
$$ S_{d}= C_{d} \text{LAD}\vert U \vert u_{i}, $$
where LAD is the leaf area density, |U| is the wind speed, C d is the drag coefficient, and u i represents the velocity components. The source terms to be added to the transport equations for turbulent kinetic energy and dissipation rate in the kε model are
$$ S_{k}= C_{d} \text{LAD}\left(\beta_{p}\vert U \vert^{3}-\beta_{d}\vert U \vert k \right), $$
$$ S_{\epsilon}= C_{d}\text{LAD}\left(E_{1}\beta_{p}\vert U \vert^{3} \frac{\epsilon}{k}-E_{1}\beta_{d}\vert U \vert \epsilon \right). $$

Amorim et al. (2013) gave β p , β d , and the constant E 1 in Equation (3) as 1, 4, and 1.5 respectively. These values were used in the present calculations.

Leaf area density

The LAD is a ratio of the leaf covered area per unit volume of one side of the foliage. It is used in transpiration and photosynthesis models by tree scientists, and it determines the porosity of the tree viewed from the angle corresponding to the side. It is not to be confused with the leaf area index (LAI) which is defined as ‘the leaf area per unit of ground area covered by the projected area of the crown’, (Hosoi and Omasa 2009). Lalic and Mihailovic (2004) proposed an empirical equation for LAD
$$ \text{LAD}=\text{LAI}\left(\frac{h_{t}-z_{m}}{h_{t}-z}\right)^{n} \text{exp}\left[n\left(1-\frac{h_{t}-z_{m}}{h_{t}-z}\right)\right], $$
$$ n =\left\{ \begin{array}{cc} 6 \quad\qquad &0\leq z < z_{m}, \\ 0.5 \quad\, &_{m}\leq z < h_{t}, \end{array}\right. $$
where h t is the tree height and z m is the height at which LAD is maximum. Kolic (1978) provided a classification for z m for a number of trees. This is shown in the Table 1.
Table 1

Characterization of z m for different trees

Type of trees

z m

Oak and silver birch


Common maple

0.2 h<z m <0.4h t


0.4 h t

The trees were modeled by Equations (1) to (3). As mentioned earlier, one of the components in the momentum sink term in Equation (1) includes the coefficient of drag. This value was obtained from the experiments of Ishikawa et al. (2006) for a conifer and shown in Figure 1. The value chosen here was 1.28. This was based on a freestream velocity of 5 m/s at the crown of the tree.
Figure 1

Drag coefficient measurements for different wind speeds, Ishikawa et al. ( 2006 ).

The leaf area index, which is an input to calculate the leave area density in Equation (4), was taken from the website (

The flow downstream of a single tree

Initial calculations were performed of the wake of a single conifer modeled as a rectangular block. It was set as a fluid region with added sink and source terms to the momentum, k and ε equations. These calculations, as all calculations presented in this paper, used the standard k and ε model constants, as given, for example by Launder (1972). The computational domain is shown in Figure 2.
Figure 2

Computational domain for modeled tree shown as the blue rectangular block.

The inlet boundary conditions followed the log-law for the velocity, U, and assumed the usual balance between production and dissipation of k to determine their profiles
$$ U=\frac{u_{\tau}}{\kappa}\text{ln}\left(\frac{z}{z_{0}}\right), $$
$$ k=\frac{u_{\tau}^{2}}{\sqrt{C_{\mu}}}, $$
$$ \epsilon=\frac{u_{\tau}^{3}}{\kappa z}, $$
where u τ , z 0, κ, and C μ are the friction velocity, roughness length, the von Kármán, and model constant, respectively. The values for u τ and z 0 were set to 0.3 m/s and 0.04 m, respectively, which are typical values obtained from wind mast measurements at Spyhill in North Calgary. Velocity profiles were extracted in the wake of the tree and are shown in Figure 3. The reference wind speed U e was m, x, and y are the streamwise and spanwise directions, respectively, and d is the diameter of the tree which was set to 5 m. The origin for the co-ordinates is the center of the tree in the horizontal plane. The wind speed in the absence of the tree was U/U e =.
Figure 3

Velocity profiles along the wake of an 18-m single tree at midheight.

The velocity profiles along the wake at the midheight of the 18-m high tree are similar to the wind tunnel measurements of Ishikawa et al. (2006). The flow relaxes by x/d=10. That is to say it shows almost a flat profile signifying the recovery of the velocity deficit. The k profiles were also shown in Figure 4. The maximum occurred at the nearest downwind distance of the tree.
Figure 4

TKE profiles along the wake of a single tree.

Figure 5 shows the vertical distribution of the wake velocity at z=0 width x/d=−4 giving the upwind profile. As shown, the velocity deficit is still not recovered even at x/d=10 at tree height. Interestingly enough, above z/h=1, the wind speed first increases and then decreases relative to the undisturbed flow.
Figure 5

Vertical distribution of streamwise velocity along the centerline of the wake of a single tree.

The modeled building and computational domain

The building was 40-m wide by 50-m in streamwise length and 15-m high, h b . Three trees, spaced 12.5 m apart placed 40 m upwind of the start of the building. The computational model is shown in Figure 6. Flow in the direction of the positive x−axis was the only one case considered.
Figure 6

Computational domain used for the study of the effects of trees on a single building.

To prevent an over-prediction of fluid acceleration, the top of the computational domain was placed 5 h b away from the roof of the building, where h b is the building height. The blockage ratio of the computational domain was 3%, as recommended by Franke et al. (2004) for building flow simulations. The description of the computational domain is summarized in Table 2. The conditions at each boundary were based on the recommendations of Franke et al. (2004).
Table 2

Description of computational domain


Boundary Condition



Equations (6) to (8)

5 h b away from building


Free slip

5 h b away from building


Free slip



No slip



Scalable wall function

Prior to simulating the effect of trees, a grid dependence test was performed. Three grid sizes were analyzed and the results are shown in Figure 7. The velocity profile was taken at the midpoint of the roof, defined as x/d=0.5 where d=50 m is the streamwise distance of the building. z=0 at the roof surface. The hexahedral grid chosen for the study consisted of 2, 278, 780 nodes.
Figure 7

Mesh 1 : 2, 278, 780 nodes, mesh 2 : 4, 686, 580 nodes, mesh 3 : 9, 642, 034 nodes. Velocity profile taken atop the building at x/d=0. Free stream velocity was taken to be 6 m/s.

The maximum y +x on the roof of the building was 11.067 based on the kε turbulence model. The advection scheme and turbulence numerics were based on the high resolution scheme in ANSYS CFX 15. The convergence criterion was set to 1e−6.

The simulations with varying h t /h b ratio used the same mesh. The height of the tree, h t , was varied based on the formulation of Equation (4).

Results and discussion

Figures 8, 9, 10, and 11 display wind speed and k for y=0 with and without the 15-m trees which are delineated by the black rectangular block. It is apparent that the convection of the wake of the trees downstream has disrupted the flow considerably compared to the case without trees. In the stagnation region at the start of the building, there is a significant reduction of k due to the trees.
Figure 8

Contours of wind speed with no trees.

Figure 9

Contours of wind speed with 15-m height trees.

Figure 10

Contours of k with no trees.

Figure 11

Contours of k with 15-m trees.

U and k for all tree heights considered, including no trees, are plotted in Figures 12, 13, 14, 15, 16, and 17 at three different locations along the roof: near the front at x/d=0.04; the midpoint, x/d=0.5; and towards the rear at and x/d=0.75. The origin for x is the front of the building.
Figure 12

Vertical distribution of wind speed along x / d =0 . 04.

Figure 13

Vertical distribution of k at x / d =0 . 04.

Figure 14

Vertical distribution of wind speed at x / d =0 . 5.

Figure 15

Vertical distribution of k at x / d =0 . 5.

Figure 16

Vertical distribution of streamwise velocity at x / d =0 . 75.

Figure 17

Vertical distribution of k at x / d =0 . 75.

Figure 12 shows that below z/h b 1.5 the largest velocity reduction occurs for h t /h b =1 when compared to flow without trees. This was expected as was the largely monotonic increase in U as h t decreased. Although the profiles do not exhibit a negative U/ z, which is typical of mean flow over hills and buildings, e.g., Mohamed and Wood (2013), they do show that trees placed 40 m away from a 15-m building play an important part in determining the flow field over the front of the roof. The inset to Figure 12 shows that for z/h b <0.67, there is a small recirculation region immediately above the roof.

The vertical distribution of k in Figure 13 follows the reverse trend as in k reduces with increasing h t /h b . The mechanism for this loss of k when the trees increase the turbulence will be discussed below.

Figures 14 and 15 show the wind speed and turbulence at the midpoint of the roof. The interesting result here is that the velocity profile appears to be same for h t /h b less than 0.67 and then similar for h t /h b =1.0 with a significant increase for h t /h b =0.67.

The k profiles at x/d=0.5 show that h t /h b =0.67 has smaller turbulence near the roof compared to all other h t /h b . Despite the treeless flow again having the maximum k, the trend in k vs h t /h b is not monotonic as it was near the front of the building. The plots for x/d=0.75 are shown in Figures 16 and 17. Barring a slight discrepancy for h t /h b =1, all the wind speed profiles appear to collapse. The k profiles show the same trend as Figure 15 albeit with a positive sharp gradient in the region 0.4≤ z/h b ≥ 0.6.

The general, and somewhat surprising, result that trees reduce k can be analyzed further through the energy budget which we now compare for the treeless flow and h t /h b =1.

Because the flow is three-dimensional, the advection of k is
$$\begin{array}{@{}rcl@{}} U\frac{\partial k}{\partial x}+V\frac{\partial k}{\partial y}+W\frac{\partial k}{\partial z}. \end{array} $$
The production term, G K , in the kε turbulence model is given by
$$ \begin{aligned} G_{K}=&\,\nu_{T} \left(2\left(\frac{\partial U}{\partial x}\right)^{2}+\left(\frac{\partial U}{\partial y}+\frac{\partial V}{\partial x}\right)^{2}+\left(\frac{\partial U}{\partial z}+\frac{\partial W}{\partial x}\right)^{2}\right.\\ &+\left.2\left(\frac{\partial V}{\partial y}\right)^{2}+ \left(\frac{\partial V}{\partial z}+\frac{\partial W}{\partial y}\right)^{2}+2\left(\frac{\partial W}{\partial z}\right)^{2}\right) \end{aligned} $$

with the eddy viscosity ν T =C μ k 2/ε.

Figures 18, 19, 20, and 21 display the individual terms of the k budget. In terms of magnitude, the advection term is greater for the case without trees than the case with trees. This alone cannot fully justify the reduction of k for the reason that follows in the next few sentences.
Figure 18

Vertical distribution of the advection of k at x / d =0 . 04.

Figure 19

Vertical distribution of the production of k at x / d =0 . 04.

Figure 20

Vertical distribution of the dissipation at x / d =0 . 04.

Figure 21

Vertical distribution of the diffusion of k at x / d =0 . 04.

Without trees, there is increased advection and larger production of k compared to the case with trees. Both results reflect the reduction in wind speed and its vertical gradient around z/h b =0.1 that is shown in Figure 12. The dissipation rate and diffusion of k do not deviate as much between the two cases.


This study analyzed the effect on the wind field above the roof of a 15-m high building 40×50 m in plan of trees of varying height placed 40 m upwind of the building. The trees were varied in height from up to 15 m. For comparison, the flow without trees was also calculated. Although the wind speed with trees does not exhibit a negative U/ z, it does show a considerable difference when compared to the case without trees. The fact that even trees of height 2 m placed 40 m upwind of a 15-m building can affect the flow above the roof suggests that they should be included when performing CFD simulations for buildings. The effect on wind speed was not monotonic with tree height as the greatest increase occurred for 12-m trees. The differences in wind speed, especially in Figure 12, and in the turbulent kinetic energy suggest that this generic geometry should be tested in a wind tunnel.

Generally, the trees decreased the turbulence over the roof which appears to be due to the reduction in production of turbulent energy as demonstrated by the energy balances in Figures 18, 19, 20 and 21.



This paper reports on work sponsored by the Natural Science and Engineering Research Council and the ENMAX Corporation under the NSERC Industrial Research Chairs scheme.

Authors’ Affiliations

Dept. of Mechanical and Manufacturing Engineering, University of Calgary


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