Eects of wind veer on a yawed wind turbine wake in atmospheric boundary layer ow Ghanesh Narasimhan Dennice F. Gayme and Charles Meneveau

2025-05-03 0 0 3.99MB 23 页 10玖币
侵权投诉
Effects of wind veer on a yawed wind turbine wake
in atmospheric boundary layer flow
Ghanesh Narasimhan, Dennice F. Gayme and Charles Meneveau
Department of Mechanical Engineering, Johns Hopkins University, Baltimore, Maryland 21218, USA
Large Eddy Simulations (LES) are used to study the effects of veer (the height-dependent lateral
deflection of wind velocity due to Coriolis acceleration) on the evolution of wind turbine wakes.
Specifically, this work focuses on turbines that are yawed with respect to the mean incoming wind
velocity, which produces laterally deflected wakes that have a curled (crescent-shaped) structure.
These effects can be attributed to the introduction of streamwise mean vorticity and the formation
of a Counter-rotating Vortex Pair (CVP) on the top and bottom of the wake. In a Truly Neutral
Boundary Layer (TNBL) in which wind veer effects are absent, these effects can be captured well
with existing analytical wake models (Bastankhah et al. J. Fluid Mech. (2022), 933, A2). However,
in the more realistic case of atmospheric boundary layers subjected to Coriolis acceleration, existing
models need to be re-examined and generalized to include the effects of wind veer. To this end, the
flow in a Conventionally Neutral Atmospheric Boundary Layer (CNBL) interacting with a yawed
wind turbine is investigated in this study. Results indicate that in the presence of veer the CVP’s top
and bottom vortices exhibit considerable asymmetry. However, upon removing the veer component
of vorticity, the resulting distribution is much more symmetric and agrees well with that observed
in a TNBL. These results are used to develop a simple correction to predict the mean velocity
distribution in the wake of a yawing turbine in a CNBL using analytical models. The correction
includes the veer-induced sideways wake deformation, as proposed by Abkar et al. (Energies (2018),
11(7), 1838). The resulting model predictions are compared to mean velocity distributions from the
LES and good agreement is obtained.
I. INTRODUCTION
Yawing a turbine deflects its wake, decreasing wake interactions and potentially increasing the power
output of downstream turbines [1]. Coordinating such actions over a wind farm could improve its overall
efficiency [2]. Wake deflection due to yaw was studied experimentally [37], while Ref. [8] performed an
early Large Eddy Simulation (LES) study and proposed a simple analytical model for predicting the initial
wake skewing angle just behind the turbine. In a subsequent wind tunnel study [9], the formation of an
axial Counter-rotating Vortex Pair (CVP) was observed behind a yawed actuator disk, in the presence of
a uniform inflow. The deflection of the wake was attributed to the CVP because the vortices (one above
and the other below the actuator disk) induce a side wash velocity that deflects the wake from the center of
the turbine. The vortices also deform the wake shape into a curled (crescent-shaped) structure. Ref. [10]
performed further wind tunnel studies of a model wind turbine in a turbulent boundary layer where the
CVP formation was also observed.
Ref. [11] proposed considering the turbine as a lifting surface (applying a height-dependent sideways force
onto the fluid), i.e., analogous to a vertically placed airfoil that sheds streamwise (tip) vortices in the presence
of an incoming mean flow. Evaluation of the induced strength of the CVP near the turbine enabled predicting
the yaw-induced wake deflection quite accurately [11]. Other vortex-based models describe the vorticity at
the turbine as a distribution of multiple, discrete point-vortices [1214] whose downstream transport and
diffusion are modeled numerically. Following these studies, Ref. [15] proposed a theory for the generation
and downstream evolution of the CVP. The analytical predictions for the decay of the maximum vorticity
and circulation strength of the vortices showed very good agreement with the LES data, while still assuming
a circular shape of the wake. In a more detailed recent study [16], it was shown that an analytical vortex
sheet-based model can successfully predict the curled wake shape behind yawed turbines. In this model, the
wake edge was treated as a vortex sheet and analytical solutions using truncated power series expansions
were obtained based on the decaying circulation strength estimate of the CVP from Ref. [15]. The Gaussian
wake model for the axial velocity deficit in [10] was then modified to include the deformation caused by the
vortex sheet that predicted the curled shape and the deflection of the wake quite accurately.
Wind turbine wake properties and the performance of wind farms also depend on the prevailing properties
arXiv:2210.09525v1 [physics.flu-dyn] 18 Oct 2022
of the atmospheric boundary layer (ABL). For instance, it is well known that the wake recovery rate (i.e., the
wake expansion coefficient) is affected by the ABL’s thermal stratification conditions [17]. At the same time,
the Coriolis acceleration due to Earth’s rotation causes an Ekman spiral flow in the surface layer of the ABL
[18]. This leads to a height-dependent lateral realignment of the incoming wind direction called wind veer,
which can significantly affect the wind farm power output [19]. Veer effects have been previously considered
for an unyawed turbine in a stably stratified ABL [20]. That work modified the Gaussian wake model with
a veer correction term which successfully predicted the skewed/sheared wake structure arising from the
spanwise shear due to the wind veer. Ref. [21] considered the effects of both yaw and veer on individual
turbine blade aerodynamics. However, the combined effects of veer and yawing on wind turbine wakes and
their modeling via analytical approaches have not received significant attention so far. The objective of the
present study is to examine the evolution of turbine wakes in the presence of both turbines yawing and veer,
as well as to include both of these effects in analytical models of the turbine wake.
In order to generate the relevant data, an LES of a yawed wind turbine in the presence of an incoming
mean flow typical of a Conventionally-Neutral ABL (CNBL) that includes veer is performed. The CNBL is
a type of ABL characterized by a neutrally stratified turbulent boundary layer region separated from the
Geostrophic and stably stratified free atmosphere by a capping inversion layer at the boundary layer height
[22]. As a reference, we also perform the LES of a yawed wind turbine in a truly neutral boundary layer
(TNBL). The details of the LES are described in §II. The results are analyzed in section III, which focuses
on the effect of wind veer on the downstream evolution of mean vorticity. The results are used to introduce
modifications to existing analytical models so that both ABL veer and turbine yaw can be represented
efficiently and accurately as described in §IV. The main conclusions are summarized in §V.
II. LARGE EDDY SIMULATION OF A YAWED WIND TURBINE IN A CNBL
This section details the LES setup of CNBL and TNBL simulations used to generate data to study the
effect of wind veer on a yawed turbine wake. We use the open-source code LESGO [23], an LES solver
primarily developed to simulate ABL flows [24,25]. The code includes various dynamic sub-grid stress
parameterizations, wall models, wind turbine representations using actuator disk/line models, and inflow
generation using the concurrent-precursor approach [26]. The code has been validated by several previous
studies [11,15,2531]. The governing equations and numerical method, initial conditions for the velocity,
and potential temperature are discussed in §II A. The simulation setup for the current LES study is described
in §II B. The characteristics of the CNBL and TNBL to be simulated are described in §II C, which documents
the main differences in mean flow velocity profiles between both cases.
A. Governing equations and numerical method
The code LESGO solves the filtered Navier-Stokes equations (with the Boussinesq approximation for
buoyancy effects) and the scalar potential temperature transport equation:
˜ui
xi
= 0,(1)
˜ui
t + ˜uj˜ui
xj˜uj
xi=1
ρ0
p
xi˜p
xi
+g
˜
θ0
(˜
θ˜
θ0)δi3τij
xj
+1
ρ0
˜
fxδi1+1
ρ0
˜
fyδi2fc˜u δi2+fc˜v δi1,(2)
˜
θ
t + ˜uj
˜
θ
xj
=Πj
xj
,(3)
where the tilde (˜
·) represents spatial filtering operation such that ˜ui= (˜u, ˜v, ˜w) are the filtered velocity
components in the streamwise, lateral and vertical directions, respectively, and ˜
θis the filtered potential
temperature. The term τij =σij (1/3)σkkδij is the deviatoric part of the Sub-Grid Scale (SGS) stress
2
tensor σij =guiuj˜ui˜uj. The quantity ˜p= ˜p0+ (1/3)σkk + (1/2)˜uj˜ujis the modified pressure, where the
actual pressure ˜pdivided by the ambient density ρ0is augmented with the trace of the SGS stress tensor
and the kinematic pressure arising from writing the non-linear terms in rotational form. The quantities
˜
fi= ( ˜
fx,˜
fy,0) are the streamwise and spanwise component of the turbine’s force imparted on the fluid. The
term (10)p/∂xiis the mean external pressure gradient applied to drive the flow. The δij in equation
(2) is the Kronecker delta function determining the direction of buoyancy, turbine thrust and Coriolis forces.
In the buoyancy term, g= 9.8 m/s2is the gravitational acceleration, ˜
θ0is the reference potential temperature
scale taken to be 288 K for the CNBL case. In the Coriolis force terms, fc= 2Ω sin φ= 104s1is the
Coriolis parameter at latitude φ= 45. In equation (3), the term Πj=g
ujθ˜uj˜
θis the SGS heat flux.
In the momentum equation (2), a constant mean pressure gradient p= (p/∂x, ∂p/∂y, 0) is applied
to drive the flow. For the CNBL case, it is written in terms of the Geostrophic velocity components Ug, Vg
using the Geostrophic balance equation
1
ρ0
p
x =fcVg,1
ρ0
p
y =fcUg.(4)
The Geostrophic velocity components are specified as Ug=Gcos α, Vg=Gsin α, where G= (U2
g+V2
g)1/2is
the magnitude of the Geostrophic wind which is set to 8 m/s and α, is the angle made by the resultant wind
vector with respect to the streamwise xdirection. For the TNBL case, the dimensionless streamwise mean
pressure gradient is set to a constant value. This constant streamwise pressure gradient ensures the mean
flow is streamwise aligned throughout the domain without any wind veer (V(z)0). In addition, since the
TNBL flow is isothermal and neutrally buoyant throughout the domain, equation (3) is not solved for this
case, and also the buoyancy term in the momentum equation (2) vanishes.
In the CNBL simulation, we maintain a mean flow direction such that it is streamwise aligned at the hub
height. This is achieved by choosing a value of αfor the Geostrophic wind such that the wind veer at hub
height is zero (V(z= 0) = 0). To compute the appropriate value of α, we use the Proportional-Integral (PI)
control approach introduced in Ref. [32] with a proportional gain KP= 10, and an integral gain KI= 0.5.
We also impose the constraint V(z= 0) = 0.
We solve the equations for the high Reynolds number limit such that the molecular viscous and heat
diffusion terms are neglected in the equations (2) and (3). The necessary diffusion for the problem is
provided by modeling the deviatoric part of the SGS stress tensor (τij ) and the SGS heat flux (Πj) as
τij =2νSGS
T˜
Sij ,Πj=κSGS
T
˜
θ
xj
,(5)
where νSGS
Tis the SGS momentum diffusivity, κSGS
Tis the SGS heat diffusivity, ˜
Sij = (1/2)(˜ui/∂xj+
˜uj/∂xi) is the symmetric part of the velocity gradient tensor. The diffusivities are related by the SGS
Prandtl number P rSGS =νSGS
TSGS
Twhich is taken to be 0.4 in the current study [33]. The diffusivities
νSGS
Tand κSGS
Tare modeled as
νSGS
T= (Cs˜
∆)2q˜
Sij ˜
Sij , κSGS
T=P r1
SGSνSGS
T=P r1
SGS(Cs˜
∆)2q˜
Sij ˜
Sij .(6)
where Csis the Smagorinsky model coefficient and ˜
∆ = (∆xyz)1/3is the filter width. The model
coefficient Csis evaluated using the Lagrangian dynamic scale dependent model [25].
The code uses the pseudo-spectral method along the streamwise and spanwise directions. The wall-normal
direction is discretized using a second-order central finite difference method. The second-order accurate
Adams-Bashforth scheme is used for time advancement. A shifted periodic boundary condition is used in
the streamwise direction of the precursor domain to prevent artificially long flow structures from developing.
This approach also enables the development of statistical homogeneity with a shorter precursor domain size
and less computational cost [34]. A stress-free boundary condition is imposed on the top boundaries of the
domains. The wall stress boundary condition from the equilibrium wall model is applied at the bottom wall
of both the precursor and wind turbine domains. Assuming the grid points near the surface is within the
logarithmic layer (Monin-Obukhov similarity in the absence of stratification), the wall stress τwmagnitude
3
is evaluated as
τw=˜urκ
ln(z1/z0)2
,(7)
where ˜ur=˜u2+ ˜v2is the resultant horizontal velocity at the first grid point z=z1= ∆z/2, κ= 0.41
is the Von Karman constant, and z0= 0.1 m is the assumed surface roughness height in the present study.
Using equation (7), the wall stress components are evaluated as
τi,3|w=τw
˜ui
˜ur
, i = 1,2,(8)
which are applied as the stress boundary conditions at the bottom boundary. For the CNBL simulation, we
apply a zero buoyancy flux boundary condition q= 0 to maintain the neutral stratification within the ABL.
The velocity fields of both the CNBL and TNBL LES are initialized with the log-law velocity profile with
zero-mean white noise superimposed. The noise is initialized for the entire domain in the TNBL while only
for the first 900 m from the bottom surface for the CNBL. To simulate the CNBL conditions in the LES,
an initial potential temperature profile with a capping inversion layer is set up such that the boundary layer
is neutral below the layer and is stably stratified above it (see figure 1). The capping inversion height is
set to 1 km from the ground. The initial potential temperature (˜
θ) magnitude below the capping inversion
region is 288 K (the same as the reference temperature scale (˜
θ0)). The thickness of the capping inversion
layer where the potential temperature increases linearly from 288 K to 290.5 K is 100 m. Above this capping
inversion layer, the potential temperature increases with a lapse rate of 0.001 K/m.
To represent the wind turbine, we use the local thrust coefficient-based actuator disk model (ADM)
[15,27,31,35]. The ADM treats the turbine as a drag disk of diameter Dand radius R=D/2 imparting
a total force (T) on the fluid directed along the unit normal direction n= cos βi+ sin βjperpendicular to
the disk (see figure 2) given by
T=1
2ρ0πR2C0
Tu2
d,(9)
where C0
Tis the local thrust coefficient and udis the disk averaged velocity defined as
ud=Z˜
u·nR(x)d3x=Z(˜ucos β+ ˜vsin β)R(x)d3x.(10)
The udis an average of the velocity in the direction normal to the disk, ˜
u·n= ˜ucos β+ ˜vsin βwith the
integration performed over the actuator disk using the indicator function R(x) (defined below). The local
thrust coefficient is set to C0
T= 1.33, the same value as used in previous studies [15,27,31,35] to represent
standard wind turbine operating conditions. The force is spatially distributed using the smoothed indicator
function R(x) such that the filtered force vector is
˜
f=TR(x)n=TR(x) cos βi+T R(x) sin βj.(11)
The smoothed indicator function is defined according to [23,31]
R(x) = ZG(xx0)I(x0)d3x0,(12)
where, I(x) and G(x) are the normalized indicator function and Gaussian filtering kernel, respectively, given
by
I(x) = 1
R2[H(x+s/2) H(xs/2)] H(Rr),(13)
G(x) = 6
π23/2
exp 6||x||2
2.(14)
4
In equation (13), sis the x-direction thickness of the forcing region which is set to 10 m, H(x) is the Heaviside
function which is used to localize the disk within the region s/2< x < s/2 and r < R, where r=py2+z2.
In the filtering kernel (14), ∆ is the filter width defined as ∆ = 1.5h, where h=px2+ ∆y2+ ∆z2is the
effective grid size.
We note that the Actuator Line Model (ALM) is a high-fidelity representation of the turbine as it can
capture the effects of root and tip vortices behind the turbine which are not resolved by the ADM. However,
owing to the high computational costs of running LES with ALM and that there are not many differences
in the far-wake behavior between the ADM and ALM [36], we choose ADM over ALM in this study.
In the following sections, simulation setup and results from the precursor simulation of the CNBL and
TNBL LES cases are discussed.
B. Simulation setup
As shown in the schematic figure 1, the simulation is performed using two computational domains, the
precursor and wind turbine domains. The turbine is placed in the wind turbine domain while the turbulent
inflow simulating the CNBL or TNBL conditions is generated in the precursor domain. The details of the
domain size and number of grid points are summarized in table Iand relevant dimensions are also shown in
figure 1.
FIG. 1. Schematic of the CNBL simulation setup with the turbine in the concurrent wind-turbine domain, inflow
mean velocity profile with streamwise U(z) and wind veer V(z) components, and initial potential temperature profile
˜
θ(t= 0) in the precursor domain.
Case Precursor & wind turbine Number of grid points Grid resolution
domain size (Nx×Ny×Nz) (∆x(m) ×y(m) ×z(m))
(Lx(km) ×Ly(km) ×Lz(km))
CNBL 3.75 ×1.5×2 360 ×144 ×432
10.4×10.4×4.6
TNBL 3.75 ×1.5×1 360 ×144 ×216
TABLE I: Computational domain size and grid points for LES of yawed wind turbine in the CNBL and
TNBL cases. Note that the grid resolution is the same for both LES domains.
Figure 1includes a sketch of the initial potential temperature (˜
θ) profile (blue line) used to simulate the
CNBL atmospheric condition in the precursor domain. A sponge (or Rayleigh damping) layer at the top
5
摘要:

E ectsofwindveeronayawedwindturbinewakeinatmosphericboundarylayerowGhaneshNarasimhan,DenniceF.GaymeandCharlesMeneveauDepartmentofMechanicalEngineering,JohnsHopkinsUniversity,Baltimore,Maryland21218,USALargeEddySimulations(LES)areusedtostudythee ectsofveer(theheight-dependentlateraldeectionofwindvelo...

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