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Effects of turbine damping and wave conditions on OWC performances for optimal wave energy conversion

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Abstract

The oscillating water column (OWC) devices constitute the most widely used systems for the wave energy conversion. Optimizing the performances of such devices mainly composed with a bidirectional air turbine and a water–air chamber still remains of great interest. The present investigations focus on the numerical analysis of an OWC system, the air turbine damping, and on its coupling with the OWC chamber. A validated 2D RANS-VoF numerical model was implemented to determine the optimum induced damping of the OWC device in case of an impulse turbine. The model is based on the concept of the Numerical Wave Tank (NWT). In the present model, the turbine quadratic behavior was simulated with an orifice. Simulations have been conducted in typical cases located on the central zone of the Moroccan Atlantic coast. All the simulated cases are of intermediate water waves which are in compliance with the use of the Stokes’ second-order wave generation. The pneumatic power corresponding to the various values of turbine-induced damping is computed, and the optimum damping accounting for the wave climate variability is identified. It was found that the damping induced by the air turbine is the factor that influence most the OWC chamber efficiency, followed by the climate conditions.

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Abbreviations

a :

OWC front wall immersion depth

b :

OWC chamber length

e :

OWC orifice diameter

E p :

Pneumatic energy

g :

Gravity acceleration

h:

Water depth

H :

Wave height

k :

Wave number

L :

OWC back wall length

L T :

Wave tank length

\({P}_{\mathrm{inc}}\) :

Incident wave power

\({P}_{\mathrm{p}}\) :

Mean pneumatic power

q :

Volumetric flow rate

R 2 :

Determination coefficient

t :

Time

T :

Wave period

V :

Velocity vector (u, v)

u :

x-velocity component

\({U}_{r}\) :

Ursell number

v :

y-velocity component

x :

Horizontal coordinate

y :

Vertical coordinate

ε :

OWC efficiency

η :

Water free surface elevation

\(\delta \) :

OWC front wall thickness

∆p :

Pressure drop

∆p m :

Mean pressure drop

λ :

Wave length

\({\rho }_{\mathrm{air}}\) :

Air density

\({\rho }_{\mathrm{water}}\) :

Water density

\({\vartheta }_{\mathrm{air}}\) :

Air kinematic viscosity

\({\vartheta }_{\mathrm{water}}\) :

Water kinematic viscosity

\(\omega \) :

Angular wave frequency

\({\mu }_{\mathrm{air}}\) :

Air dynamic viscosity

\({\mu }_{\mathrm{water}}\) :

Water dynamic viscosity

ζ :

Damping coefficient

\({\zeta }{\prime}\) :

Dimensional damping coefficient

BEM:

Boundary element method

CFD:

Computational fluid dynamics

HPC:

High-performance computing

NWT:

Numerical wave tank

OE:

Ocean energy

OWC:

Oscillating water column

PTO:

Power take-off

RANS:

Reynolds-averaged Navier–Stokes

REEFS:

Renewable electric energy from sea

3D:

Three dimensional

2D:

Two dimensional

VOF:

Volume of fluid

WEC:

Wave energy converter

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Acknowledgements

This research work has been conducted as part of the research activity within the EMISys research team at the Turbomachinery Lab with the institutions’ financial support of Mohammadia School of Engineers and Mohammed V University in Rabat.

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Correspondence to H. Bouhrim.

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Bouhrim, H., El Marjani, A. Effects of turbine damping and wave conditions on OWC performances for optimal wave energy conversion. J. Ocean Eng. Mar. Energy 9, 697–713 (2023). https://doi.org/10.1007/s40722-023-00293-y

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  • DOI: https://doi.org/10.1007/s40722-023-00293-y

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