quantifying the impact of sgs models in actuator-line

27
Quantifying the impact of SGS models in actuator-line based LES of wind turbine wakes Hamid Sarlak 1 & R. Mikkelsen 1 J. N. Sørensen 1 & C. Meneveau 2 1 The Technical University of Denmark, [email protected] 2 The Johns Hopkins University, USA Flow center meeting June 4th. 2013, DTU Wind Energy, Roskilde H Sarlak et al. (DTU-JHU) SGS impact on wind turbine wakes 1 / 29

Upload: others

Post on 24-Mar-2022

1 views

Category:

Documents


0 download

TRANSCRIPT

Quantifying the impact of SGS models inactuator-line based LES of wind turbine wakes

Hamid Sarlak1 & R. Mikkelsen1

J. N. Sørensen1 & C. Meneveau2

1 The Technical University of Denmark, [email protected] The Johns Hopkins University, USA

Flow center meetingJune 4th. 2013, DTU Wind Energy, Roskilde

H Sarlak et al. (DTU-JHU) SGS impact on wind turbine wakes 1 / 29

Outline

1 Ellipsys3D solver, governing equations and ACL modeling

2 Case 1: Blind test 2 Expr.

3 Case 2: One rotor in laminar and turbulent inflowLaminar inflow simulation resultsTurbulent inflow simulation resultsLaminar-turbulent inflow inter-comparisons

4 Conclusions

H Sarlak et al. (DTU-JHU) SGS impact on wind turbine wakes 2 / 29

Ellipsys3D solver, governing equations and ACLmodeling

CFD Platform, Ellipsys3D

FV discretization on non-staggered grid, written in generalcurvilinear coordinates

Block structured grids, MPI-parallelized, Multigrid accelerated

Coupled with Flex5: control, structural and aeroelastic analysesincluded for ACL.

H Sarlak et al. (DTU-JHU) SGS impact on wind turbine wakes 3 / 29

Ellipsys3D solver, governing equations and ACLmodeling

Governing Equations and SGS models used

Filtered Navier − Stokes equations must be solved:

∇ · v = 0. (1)

∂v

∂t+ v · ∇v = −∇p

ρ+∇ · [(ν + νsgs)∇v] + f , (2)

Table: SGS models used for comparisons

Case name SGS Eddy viscosity

No SGS (NO) νsgs = 0Smagorinsky (SM) νsgs = cs∆

2|S|Mix-S (MS) νsgs = cms∆

1.5q0.25c |S|0.5Mix-Ω (MO) νsgs = cmo∆

1.5q0.25c |Ω|0.5Dyn. Smagorinsky (GM) νsgs = cdyn∆2|S|

H Sarlak et al. (DTU-JHU) SGS impact on wind turbine wakes 4 / 29

Ellipsys3D solver, governing equations and ACLmodeling

Wind Turbine Modeling: Actuator Line Concept (Sørensen

and Shen 2002)

H Sarlak et al. (DTU-JHU) SGS impact on wind turbine wakes 5 / 29

Case 1: Blind test 2 Expr.

Results, Case 1:

Blind test 2: Ellipsys3D versus measurements

H Sarlak et al. (DTU-JHU) SGS impact on wind turbine wakes 6 / 29

Case 1: Blind test 2 Expr.

Blind test 2

(d) (e)

(f)

H Sarlak et al. (DTU-JHU) SGS impact on wind turbine wakes 7 / 29

Case 1: Blind test 2 Expr.

Simulation set up for the ”BT2”

Tunnel (L,W,H)= (12.7, 2.7, 2)m. Dr = 894mm, Ui = 10m/s.

NREL’s s826 airfoil is used. The aerodynamic coefficients forEllipsys simulations found based on 2D airfoil measurements inDTU wind tunnel.

Spatial discretization: Blend of CDS and QUICK

Dimensionless time step: dt∗ = dt.u∞/R = 0.004

Fixed rotational speed of Omega = 127rad/s according to theexperiments. Rer = 50, 000 (U∞ = 1, R = 1) in Ellipsys3D.

TI = 0.3% on top of laminar inflow

The numerical tunnel is resolved using ca. 8.4 million cells and therotors are represented by 35 points along each blade

H Sarlak et al. (DTU-JHU) SGS impact on wind turbine wakes 8 / 29

Case 1: Blind test 2 Expr.

Time averaged streamwise velocity

H Sarlak et al. (DTU-JHU) SGS impact on wind turbine wakes 9 / 29

Case 1: Blind test 2 Expr.

Time averaged turbulent stress component u′u′

(g)H Sarlak et al. (DTU-JHU) SGS impact on wind turbine wakes 10 / 29

Case 1: Blind test 2 Expr.

Instantaneous vorticity contours

H Sarlak et al. (DTU-JHU) SGS impact on wind turbine wakes 11 / 29

Case 1: Blind test 2 Expr.

Time averaged velocity contours

H Sarlak et al. (DTU-JHU) SGS impact on wind turbine wakes 12 / 29

Case 1: Blind test 2 Expr.

Time averaged normal stress contours

H Sarlak et al. (DTU-JHU) SGS impact on wind turbine wakes 13 / 29

Case 1: Blind test 2 Expr.

Power and thrust coefficient

0 2 4 6 8−0.1

0

0.1

0.2

0.3

0.4

0.5

0.6

λ

Cp, C

t

0 2 4 6 8 10 12−0.2

0

0.2

0.4

0.6

0.8

1

1.2

λ

Cp, C

t

Ct

exp

nomosmgmdmCp

exp

nomosmgmdm

Ctexp

nomosmgmdmCp

exp

nomosmgmdm

H Sarlak et al. (DTU-JHU) SGS impact on wind turbine wakes 14 / 29

Case 1: Blind test 2 Expr.

Conclusions so far

Simulations mimic the measurements fairly well using all SGSmodels

Power and thrust coefficients are under-estimated except the Cp

for the upstream turbine

Power and thrust predictions are identical for all models

Questions:

Is the simulation set-up accurate enough?

How accurate is the solver in terms of numerical dissipation?

Are the SGS models effective at all?

H Sarlak et al. (DTU-JHU) SGS impact on wind turbine wakes 15 / 29

Case 1: Blind test 2 Expr.

Time averaged normalized eddy viscosity

νsgs

0 2 4 6−2

−1.5

−1

−0.5

0

0.5

1

1.5

2

12R

y [R

]

0 2 413R

0 2 415R

SMGMMO

H Sarlak et al. (DTU-JHU) SGS impact on wind turbine wakes 16 / 29

Case 2: One rotor in laminar and turbulent inflow

Results, Case 2:

One rotor in laminar and turbulent inflow

H Sarlak et al. (DTU-JHU) SGS impact on wind turbine wakes 17 / 29

Case 2: One rotor in laminar and turbulent inflow

Numerical set up

(h) (i)

Figure: (a) 3D view of the grid used for the simulations (b) white circle showing the location of theactuator line (7R downstream). The grid consists of 144 × 144 × 576 (12 M) cells

H Sarlak et al. (DTU-JHU) SGS impact on wind turbine wakes 18 / 29

Case 2: One rotor in laminar and turbulent inflow

Numerical set up

Spatial discretization: A hybrid scheme consisting of 4th ordercentral differencing and 3rd QUICK for the convective terms and2nd order central differencing for the rest of the terms. 2nd orderbackward Euler for the time integration

Dimensionless time step: dt∗ = dt.u∞/R = 0.005

Fixed rotational speed of 1.8rad/s i.e, in 1 sec. 200 iterations and100o rotation. Rer = 50, 000 (U∞ = 1, R = 1).

Actuator line with Gaussian smearing factor ε = 2.2∆ used

Two cases are run, one with laminar inflow and the other with 7%ambient turbulence applied on the upstream rotor

H Sarlak et al. (DTU-JHU) SGS impact on wind turbine wakes 19 / 29

Case 2: One rotor in laminar and turbulent inflow Laminar inflow simulation results

Laminar inflow: Time averaged Streamwise velocity

Figure: Streamwise mean velocity contours in laminar inflow

H Sarlak et al. (DTU-JHU) SGS impact on wind turbine wakes 20 / 29

Case 2: One rotor in laminar and turbulent inflow Laminar inflow simulation results

Laminar inflow: Time averaged Eddy viscosity

The Mix-O predicts the lowest time averaged eddy viscosity (otherthan NO SGS case of course!).

(a)

Figure: Normalized eddy viscosity contours in turbulent flow

H Sarlak et al. (DTU-JHU) SGS impact on wind turbine wakes 21 / 29

Case 2: One rotor in laminar and turbulent inflow Turbulent inflow simulation results

Turbulent inflow: Time averaged Streamwise velocity

Figure: Streamwise mean velocity contours in turbulent flow

H Sarlak et al. (DTU-JHU) SGS impact on wind turbine wakes 22 / 29

Case 2: One rotor in laminar and turbulent inflow Turbulent inflow simulation results

Turbulent inflow: Time averaged Eddy viscosity

The Mix-S predicts the lowest time averaged eddy viscosity (other thanNO SGS case of course!).

(a)

Figure: Normalized eddy viscosity contours in turbulent flow

H Sarlak et al. (DTU-JHU) SGS impact on wind turbine wakes 23 / 29

Case 2: One rotor in laminar and turbulent inflow Laminar-turbulent inflow inter-comparisons

Laminar vs Turbulent inflow:Time averaged Wakedeficit

u [m/s]

0.5 1 1.57

8

9

10

11

12

13

0R

y [R

]

0.5 1 1.51R

0 1 23R

0 1 210R

0 1 220R

0 1 230R

0.5 1 1.540R

NO

SM

MS

MO

(a)

u [m/s]

0.5 1 1.57

8

9

10

11

12

13

0R

y [R

]

0.5 1 1.51R

0.5 1 1.53R

0.7 0.8 0.910R

0.8 0.9 120R

0.9 0.95 130R

0.9 0.95 140R

NO

SM

MS

MO

(b)

Figure: Wake development in (a) laminar and (b) turbulent inflow

H Sarlak et al. (DTU-JHU) SGS impact on wind turbine wakes 24 / 29

Case 2: One rotor in laminar and turbulent inflow Laminar-turbulent inflow inter-comparisons

Laminar vs Turbulent inflow: < u′u′ >

<u’u’> [m2/s2]

0 0.02 0.047

8

9

10

11

12

13

0R

y [R

]

0 2 4

x 10−31R0 0.005 0.01

3R0 0.01 0.02

10R0 0.05 0.1

20R0 0.1 0.2

30R0 0.1 0.2

40R

NO

SM

MS

MO

(a)

<u’u’> [m2/s2]

0.1 0.15 0.27

8

9

10

11

12

13

0R

y [R

]

0 0.2 0.41R

0 0.2 0.43R

0.1 0.15 0.210R

0.08 0.1 0.1220R

0.05 0.130R

0.04 0.06 0.0840R

NO

SM

MS

MO

(b)

Figure: Comparison of stress tensor component < u′u′ > for (a) laminar and (b) turbulent inflow

H Sarlak et al. (DTU-JHU) SGS impact on wind turbine wakes 25 / 29

Case 2: One rotor in laminar and turbulent inflow Laminar-turbulent inflow inter-comparisons

Laminar vs Turbulent inflow: Time averaged Eddyviscosity

νsgs

0 5 108

8.5

9

9.5

10

10.5

11

11.5

12

12.5

0R

y [R

]

0 5 101R

0 5 103R

0 5 1010R

0 10 2020R

0 5 1030R

0 5 1040R

SMMSMO

(a)

νsgs

0 5 108

8.5

9

9.5

10

10.5

11

11.5

12

12.5

0R

y [R

]

0 5 101R

0 10 203R

0 10 2010R

0 5 1020R

0 5 1030R

0 5 1040R

SMMSMO

(b)

Figure: Comparison of the normalized eddy viscosity for (a) laminar asnd (b) turbulent inflow

H Sarlak et al. (DTU-JHU) SGS impact on wind turbine wakes 26 / 29

Conclusions

ConclusionsWake structure behind actuator lines were simulated for two different cases upto 40 R downstream:

The wake region in laminar inflow case grows less rapidly and extendsfurther downstream in a more concentrate fashion, as compared to theturbulent inflow case, in which the wake grows (recovers) much faster

Results show that the sub-grid scale models have a strong impact on theeddy viscosities

Results show very little dependence of mean velocity profiles withrespect to SGS models for both laminar and turbulent inflows, althoughin the very far wake, effects begin to be visible.

Results show strong dependence of Reynolds stress profiles with respectto SGS models for the case of laminar inflow.

H Sarlak et al. (DTU-JHU) SGS impact on wind turbine wakes 27 / 29