4.6 Article

Wind tunnel investigation on the effect of the turbine tower on wind turbines wake symmetry

Journal

WIND ENERGY
Volume 20, Issue 10, Pages 1753-1769

Publisher

WILEY
DOI: 10.1002/we.2120

Keywords

wind turbine; wake; symmetry; tower; tandem; experiments; vortex

Funding

  1. NOWITECH

Ask authors/readers for more resources

In wind farms, the wake of the upstream turbines becomes the inflow for the downstream machines. Ideally, the turbine wake is a stable vortex system. In reality, because of factors like background turbulence, mean flow shear, and tower-wake interaction, the wake velocity deficit is not symmetric and is displaced away from its mean position. The irregular velocity profile leads to a decreased efficiency and increased blade stress levels for the downstream turbines. The object of this work is the experimental investigation of the effect of the wind turbine tower on the symmetry and displacement of the wake velocity deficit induced by one and two in-line model wind turbines (,D= 0.9 m). The results of the experiments, performed in the closed-loop wind tunnel of the Norwegian University of Science and Technology in Trondheim (Norway), showed that the wake of the single turbine expanded more in the horizontal direction (side-wall normal) than in the vertical (floor normal) direction and that the center of the wake vortex had a tendency to move toward the wind tunnel floor as it was advected downstream from the rotor. The wake of the turbine tandem showed a similar behavior, with a larger degree of non-symmetry. The analysis of the cross-stream velocity profiles revealed that the non-symmetries were caused by a different cross-stream momentum transport in the top-tip and bottom-tip region, induced by the turbine tower wake. In fact, when a second additional turbine tower, mirroring the original one, was installed above the turbine nacelle, the wake recovered its symmetric structure. Copyright (c) 2017 John Wiley & Sons, Ltd.

Authors

I am an author on this paper
Click your name to claim this paper and add it to your profile.

Reviews

Primary Rating

4.6
Not enough ratings

Secondary Ratings

Novelty
-
Significance
-
Scientific rigor
-
Rate this paper

Recommended

Review Engineering, Marine

Critical assessment of hydrodynamic load models for a monopile structure in finite water depth

Loup Suja-Thauvin, Erin E. Bachynski, Fabio Pierella, Michael Borg, Jorgen Ranum Krokstad, Henrik Bredmose

MARINE STRUCTURES (2020)

Article Engineering, Civil

Generation of highly nonlinear irregular waves in a wave flume experiment: Spurious harmonics and their effect on the wave spectrum

Fabio Pierella, Henrik Bredmose, Martin Dixen

Summary: Spurious harmonic generation in wave basins can lead to a systematic distortion of the spectral shape, which is non-uniform in space, particularly in the linear and super harmonic regions. The analysis involves re-computations in a fully nonlinear wave model, applying a four-phase harmonic separation, and examining third- and first-order content of the first-harmonic wave field. The observed spectral distortion can be largely explained by the third-order field, while the second-order wave field distortion can be reproduced by the Sharma and Dean theory with consideration of the spurious wave field from linear wave generation.

COASTAL ENGINEERING (2021)

Article Engineering, Marine

The DeRisk database: Extreme design waves for offshore wind turbines

Fabio Pierella, Ole Lindberg, Henrik Bredmose, Harry B. Bingham, Robert W. Read, Allan P. Engsig-Karup

Summary: Estimation of extreme wave loads is crucial for offshore wind turbine design, with two methods available but limitations in accuracy and computational intensity. Using the DeRisk database allows for quicker estimation of nonlinear wave loads, enhancing design efficiency.

MARINE STRUCTURES (2021)

Article Engineering, Civil

Numerical study of the effect of wind above irregular waves on the wave-induced load statistics

Julie Caroe Kristoffersen, Henrik Bredmose, Christos Thomas Georgakis, Fabio Pierella

Summary: A wind-forcing model is implemented into a fully nonlinear potential flow solver for water wave propagation. The model is capable of simulating a large number of waves and generating fully nonlinear wave kinematics. The effect of wind on waves is examined, and the model is calibrated and validated using experimental data. The results show that wind leads to increased wave steepness, a larger number of breaking waves, and an increase in local forces near the free surface.

COASTAL ENGINEERING (2022)

Article Engineering, Civil

Calculation of slamming wave loads on monopiles using fully nonlinear kinematics and a pressure impulse model

Amin Ghadirian, Fabio Pierella, Henrik Bredmose

Summary: This study presents a simple method that combines a pressure impulse based slamming load model with fully nonlinear wave kinematics, and validates the results against lab measurements. The experimental analysis shows that slamming events occur more frequently in uni-directional sea states compared to states with directional spreading, and with slightly smaller force impulses. The study also finds that there is a larger difference between 3D and 2D slamming impulses in the numerical model, which is attributed to numerical particle velocities in the wave crests.

COASTAL ENGINEERING (2023)

Article Green & Sustainable Science & Technology

Experimental study of floating wind turbine control on a TetraSub floater with tower velocity feedback gain

Fanzhong Meng, Wai Hou Lio, Antonio Pegalajar-Jurado, Fabio Pierella, Eric Nicolas Hofschulte, Alex Gandia Santaya, Henrik Bredmose

Summary: This experimental study investigates floating wind turbine control with tower motion feedback. The results show that the tower feedback loop can stabilize an otherwise unstable land-based controller. However, under specific inflow conditions, the variations in rotor speed, blade pitch, and platform motion are generally larger for the tower loop controller.

RENEWABLE ENERGY (2023)

Proceedings Paper Energy & Fuels

Numerical simulations of a 15MW wind turbine on a concrete TLP with rigid pipe tendons

Fabio Pierella, Oscar Sainz Avila, Clara Garcia Sanz, Abid Ashraf, Navarro Alonso Aitor, Taeseong Kim

Summary: In this work, the stability of a concrete TLP platform designed for a 15MW wind turbine with a square hull is analyzed. Two independent models are used to verify the natural frequencies in different degrees of freedom and ultimate state design load cases. The results show that the platform is stable and the tendon tension is within the safety limit in the analyzed test cases.

EERA DEEPWIND OFFSHORE WIND R&D CONFERENCE, DEEPWIND 2022 (2022)

Proceedings Paper Engineering, Marine

NUMERICAL REPRODUCTION OF THE DERISK PHYSICAL MODEL TESTS ON A BOTTOM-FIXED FOUNDATION EXPOSED TO UNI- AND MULTI-DIRECTIONAL STORM SEA STATES

Fabio Pierella, Henrik Bredmose, Martin Dixen, Amin Ghadirian

Summary: The study compared wave and load statistics for two different sea states, with results indicating larger extreme forces on a stiff cylinder in 2D sea state than in 3D sea state. Crest statistics showed that for milder storms, 2D was higher than 3D, while they were quite similar for stronger storms.

PROCEEDINGS OF ASME 2021 40TH INTERNATIONAL CONFERENCE ON OCEAN, OFFSHORE AND ARCTIC ENGINEERING (OMAE2021), VOL 1 (2021)

Proceedings Paper Energy & Fuels

Direct and fast probabilistic assessment of long term monopile load distribution from combined metocean data and fully nonlinear wave kinematics

J. V. Tornfeldt Sorensen, H. F. Hansen, X. Mandviwalla, F. Pierella, H. Bredmose

Summary: A novel method is introduced to determine the long-term extreme value distribution of variables with an associated short-term distribution. The method combines a joint probabilistic description of the met-ocean environment and a database of fully nonlinear wave kinematics computations, providing a robust future solution for directly estimating extreme value distributions of loads and response of offshore wind turbine monopiles. The study found that a third-order polynomial fit within the space of steepness and Ursell parameter generally gives the best extreme value fit, properly accounting for the uncertainty of the extreme value parameters in both the short-term and long-term distributions.

EERA DEEPWIND'2021 (2021)

Proceedings Paper Energy & Fuels

EXTREME WAVE LOADS ON MONOPILE SUBSTRUCTURES: PRECOMPUTED KINEMATICS COUPLED WITH THE PRESSURE IMPULSE SLAMMING LOAD MODEL

Fabio Pierella, Amin Ghadirian, Henrik Bredmose

PROCEEDINGS OF THE ASME 2ND INTERNATIONAL OFFSHORE WIND TECHNICAL CONFERENCE, 2019 (2020)

Proceedings Paper Energy & Fuels

Reproduction of steep long crested irregular waves with CFD using the VOF method

Luca Oggiano, Fabio Pierella, Tor Anders Nygaard, Jacobus De Vaal, Emile Arens

14TH DEEP SEA OFFSHORE WIND R&D CONFERENCE, EERA DEEPWIND'2017 (2017)

Proceedings Paper Energy & Fuels

Comparison of experiments and CFD simulations of a braceless concrete semi-submersible platform

Luca Oggiano, Fabio Pierella, Tor Anders Nygaard, Jacobus De Vaal, Emile Arens

13TH DEEP SEA OFFSHORE WIND R&D CONFERENCE, EERA DEEPWIND'2016 (2016)

Proceedings Paper Energy & Fuels

Development, Verification and Validation of 3DFloat; Aero-Servo-Hydro-Elastic Computations of Offshore Structures

Tor Anders Nygaard, Jacobus De Vaal, Fabio Pierella, Luca Oggiano, Roy Stenbro

13TH DEEP SEA OFFSHORE WIND R&D CONFERENCE, EERA DEEPWIND'2016 (2016)

Proceedings Paper Energy & Fuels

Comparison of two LES codes for wind turbine wake studies

H. Sarlak, F. Pierella, R. Mikkelsen, J. N. Sorensen

SCIENCE OF MAKING TORQUE FROM WIND 2014 (TORQUE 2014) (2014)

Article Energy & Fuels

Generalized filtered lifting line theory for arbitrary chord lengths and application to wind turbine blades

Luis A. Martinez-Tossas, Philip Sakievich, Matthew J. Churchfield, Charles Meneveau

Summary: This work revisits the filtered lifting line theory and provides a more general formulation for solving flow problems with significant changes in chord, such as wind turbine blades.

WIND ENERGY (2024)