Conference PaperPDF Available

Experimental Analysis into the Effects of Air Compressibility in OWC Model Testing

Authors:

Abstract and Figures

It is well documented that the effect of air compressibility will potentially influence the performance of an Oscillating Water Column (OWC) device, with a number of previous theoretical studies examining these effects [1-5]. The implications of air compressibility have the most significant effect at full scale, which can be attributed to the large air chamber volume and the increase in associated pressure and flow rate. However, the development of wave energy converter technology relies significantly on model scale testing, which is often scaled using the Froude criterion. This scaling method are not appropriate for the modelling of air compressibility and introduces uncertainties in the prediction the performance results at full-scale. To account for these effects, methods have been derived to more accurately represent the effect of air compressibility at small scale, one of which requires scaling the air chamber volume by the scale factor squared as opposed to the traditional scale factor cubed following the Froude criterion methodology [1]. This paper examines a preliminary investigation into the effect of air compressibility through hydrodynamic experimentation of a bent duct OWC device, from which the behaviour of the obtained results are compared with the expression proposed analytically by Sarmento and Falcao [1].
Content may be subject to copyright.
Experimental Analysis into the Effects of Air
Compressibility in OWC Model Testing
Damon Howe#1, Jean-Roch Nader#2, Gregor Macfarlane#3
# National Centre for Maritime Engineering & Hydrodynamics, Australian Maritime College, University of Tasmania
Locked Bag 1395, Launceston, Tasmania 7250, Australia
1damon.howe@utas.edu.au
2JeanRoch.Nader@utas.edu.au
3gregorm@amc.edu.au
It is well documented that the effect of air compressibility will
potentially influence the performance of an Oscillating Water
Column (OWC) device, with a number of previous theoretical
studies examining these effects [1-5]. The implications of air
compressibility have the most significant effect at full scale, which
can be attributed to the large air chamber volume and the increase
in associated pressure and flow rate. However, the development of
wave energy converter technology relies significantly on model
scale testing, which is often scaled using the Froude criterion. This
scaling method are not appropriate for the modelling of air
compressibility and introduces uncertainties in the prediction the
performance results at full-scale. To account for these effects,
methods have been derived to more accurately represent the effect
of air compressibility at small scale, one of which requires scaling
the air chamber volume by the scale factor squared as opposed to
the traditional scale factor cubed following the Froude criterion
methodology [1]. This paper examines a preliminary investigation
into the effect of air compressibility through hydrodynamic
experimentation of a bent duct OWC device, from which the
behaviour of the obtained results are compared with the
expression proposed analytically by Sarmento and Falcao [1].
Keywords Oscillating Water Column, Wave Energy
Converter, Air Compressibility, Hydrodynamic Experimentation
I. INTRODUCTION
A number of reviews have been transcribed that detail the
current status of ocean renewable energy, from technological,
economical and resource availability perspectives such as in [6-
15] to present a few. Pivotal to concept development of ocean
renewable energy technologies is model scale hydrodynamic
experimentation of devices, and the relevant interpretations and
conclusion concerning the corresponding full-scale device
characteristics. Model scale testing offers an economical
platform for concept validation, and provides a pivotal step in
the procession of a technology through the Technology
Readiness Levels (TRLs) [16].
With reference to technology maturity, the Oscillating Water
Column (OWC) Wave Energy Converter (WEC) is recognised
as the most tested and developed, whilst also being one of the
most promising and simplistic technologies for ocean wave
energy extraction. The OWC WEC also offers the largest
contingent of full-scale devices, predominantly pre-
commercial in their deployment (see [17-21]). Many device
variations have been conceptualised and tested at model scale
covering both isolated and breakwater integrated devices,
exploring features from vortex generation reduction through to
device performance [22-28]. Although advancements have
been made in testing facility capabilities, along with the
development of concept testing guidelines [29], there are still a
number of issues related to the experimentation of these devices
due to the difficulty scaling the Power Take-Off (PTO) system
and the corresponding difficulty associated with air
compressibility at small scale.
One major research and development aspect identified by
Falcao et al. is the potential discrepancies associated with the
inflow and outflow processes of air through the Power Take-
Off (PTO) system [4]. The complex mixing of the de-
pressurised lower density air within the chamber with external
atmospheric air during inflow can result in thermal changes of
the air, subsequently resulting in air compressibility. This factor
can have both positive and negative impacts on the
performance of the device [30, 31], and a number of systems
have been designed to either mitigate or alleviate this
phenomena, including latching-control mechanisms as in [2]
and also pressure release valves which have recently been
investigated by Wave Swell Energy for their bottom mounted
nearshore device [26].
As gravitational and inertial forces tend to be the dominant
forces in hydrodynamics, model scale testing is typically
undertaken using the Froude criterion. One focal uncertainty
associated with air compressibility is its inability to be
effectively scaled using the Froude criterion. With wave basin
experiments being of such crucial importance in the
development of WEC technology, the absence of air
compressibility can result in misleading performance
evaluation at the model scale, hence unreliable prediction of
full-scale performance as described by Elhanafi et al in [32].
A method has been derived in an attempt to account for the
effects of air compressibility during wave basin tests of WECs,
in which Sarmento and Falcao propose that the full-scale air
chamber volume be scaled by the scale-factor (λ) squared. This
method is opposed to scaling by the scale factor cubed which is
typically associated for volumetric scaling under the Froude
criterion [1, 5].
This paper details a preliminary investigation into effect of
air compressibility through hydrodynamic experimentation of
a bent duct type OWC device at 1:20 scale conducted in shallow
water wave basin. The behaviour of the results obtained are
analysed and compared with the analytically derived
expression proposed by Sarmento and Falcao [1]. Based on the
alternate methodology for air chamber scaling proposed by
Sarmento and Falcao (λ2), the OWC model would require an air
chamber volume around 0.5 m3. The volumetric variations
investigated here varies from no additional volume
(corresponding to previous studies using this device [22-24]),
through to an additional 1.5 m3 of volume, with 0.5 m3
increment.
A thin-walled bent duct type OWC WEC facing towards the
incoming incident wave propagation is considered for the
experimental investigation. The surface piercing device
operates in constant water depth h. The device in designed
having an inlet width WD, inlet height HD, and thickness tD,
highlighted in Fig. 1.
II. THEORY
Fig. 1 Schematic diagram of OWC device detailing front and side views. The
chamber chord length correlates to the sum of the variables s1, s2, s3 and s4.
A. Theoretical Hydrodynamic Consideration
The propagating monochromatic incident plane wave travels
towards the OWC device with amplitude η0 and frequency ω.
Linear water-wave theory is assumed, whilst considering
irrotational and inviscid flow.
As interaction between incident waves and the OWC device
occurs, a volume flux Q is generated within the chamber, which
when interacting with the PTO system, creates a dynamic
pressure Pc that oscillates around the mean atmospheric
pressure. Following Sarmento and Falcao [1], a linear
relationship between pc and q (complex forms of Pc and Q in
the frequency domain) is considered for the PTO system
damping, which is typically associated with a Wells turbine.
This relationship is written in the frequency domain as,
( )
r cc
q ip
γγ
= −
(1)
where,
0,
t
ra
KD
N
γρ
=
(2)
K is the empirical turbine coefficient based on the design,
number of and set up of the turbines, Dt is the turbine diameter,
N is the rotational speed of the turbine and ρ0,a is air density,
and
0,
20,
c
caa
V
c
ω
γρ
=
(3)
where, V0,c is the chamber volume and ca is the velocity of
sound in air.
B. Experimental Hydrodynamic Consideration
When considering the total volume flux from an
experimental standpoint, it can be express as follows,
cc
s sc
SS
Q ds v ds v S
t
η
= = =
∫∫ ∫∫
(4)
where vs represents the velocity of the free surface, Sc is the
cross sectional area of the chamber and v
̄s is the average
velocity under the assumption the free surface will move
uniformly.
Considering the performance of the device, the
instantaneous power at a given time t, is derived as,
( )
c
P t PQ=
(5)
where P is power in Watts. The mean hydrodynamic power
absorbed over a given wave period is equated as,
0
1
T
hc
P PQ dt
T
=
(6)
where Ph is the mean absorbed hydrodynamic power and T is
the wave period.
With reference to Equation (1),
irc
ei
γ
ϕ
γγ γ γ
= = −
(7)
where φγ represents the phase, found as,
c
Qp
γ
ϕϕϕ
= −
(8)
where φQ represents the phase of the volume flux, and φpc
represents the phase of the dynamic pressure. The
hydrodynamic coefficients are determined experimentally
using the amplitude of pressure and volume flux.
(9)
Finally, the capture width, Lpc, is defined as,
2
0
1
2
h
pc
g
P
LgC
ρη
=
(10)
where ρ is the water density, g is gravitational acceleration and
Cg is group velocity.
Fig. 2 Side and top view of the experimental configuration within the AMC Model Test Basin, all units in mm (not to scale).
III. METHODOLOGY
A. Experimental Considerations
1) Pneumatic Damping: To simulate the desired linear
damping relationship between dynamic chamber pressure and
total volume flux, a porous fabric mesh termed Enviro-Cloth
was sealed to the chamber outlet to provide a PTO
representation at model scale, as previously used in [22-24].
The previous methodology to establish the pneumatic damping
coefficient is outlined in [22], which includes the sources of
error associated with the required numerical derivations. It
should be noted that the mass-flow rate through the Enviro-
Cloth as a function of the pressure difference between internal
dynamic pressure and atmospheric pressure obeys the
approximately linear relationship as proposed in [1].
B. Model Test Basin
The experimental investigation was conducted in the
Australian Maritime College’s 35 m long × 12 m wide × 1 m
maximum depth Model Test Basin. The facility houses a multi-
element piston-type wavemaker capable of producing both
regular and irregular waveforms. The basin also incorporates a
damping beach at the opposite end of the basin to dissipate the
systems energy. A schematic of the experimental configuration
within the basin is illustrated in Fig. 2.
C. Physical Model
The OWC model utilised for the experimental investigation
is a 1:20 scale device having rectangular cross-sectional
geometry, which has previously been employed for various
hydrodynamic experimentation as in [22-24]. Alterations to the
design of the device were conducted to incorporate a separate
but directly linked receptacle to increase the OWC air chamber
volume.
The variable air chamber volume model was devised to
incorporate three identical compartments, which could be
incrementally combined to increase the air volume
methodically throughout the experimental investigation. The
connection of the additional air compartments and the OWC
device was achieved through a specifically designed adapter
plate, which allowed an airtight seal to be maintained between
the device and the additional compartments. Each compartment
was designed to have a specific volume corresponding to 0.5
cubic metres, subsequently the air chamber volume variations
tested were 0.5, 1 and 1.5 cubic metres of additional volume.
The additional compartments were constructed of 12 mm
plywood, and sealed with an epoxy coating to create an
impermeable layer. Each compartment had a 70 mm top and
bottom flange utilised in the connection of the modular units,
which were clamped together to compress an 8 mm × 13 mm
rubber gasket to maintain airtightness.
The compartments had a 0.23 m × 0.3 m opening at the top
and bottom symmetrical about the longitudinal and transverse
midpoint. These openings corresponded to the dimensions of
the device outlet cross-section, and were utilised for the
purpose of connection and as an outlet to which the PTO
damping simulant could be applied as shown in Fig. 3.
Fig. 3 Model scale OWC device fitted with additional 1.5 m3 air chamber (left), 1 m3 air chamber (middle) and PTO simulant secured using sealing plate (right)
D. Instrumentation and Calibration
To measure the performance of the OWC device, along with
the accuracy of the desired incident wave train, a series of
resistance-type wave probes, and a Honeywell Controls
TruStability board mount pressure sensor were utilised
throughout the experimental investigation. The pressure sensor
was configured with the OWC device through a small pressure
tap located on the side of the device and was connected to an
Ocean Controls KTA-284 instrumentation amplifier to increase
the data quality.
The three wave probes were configured as an incident, phase
and internal OWC probe respectively, having locations within
the wave basin corresponding to those presented in Fig. 2.
All probes were calibrated daily to reduce the uncertainties
associated with daily changes to the facility environment.
Calibration and sensitivity data can be found in Table I.
TABLE I
SENSOR PROPERTIES
Sensor
Range
Sensitivity
Output
Wave - Incident
± 40 mm
0.25 VDC/mm
±10 VDC
Wave - Phase
± 40 mm
0.25 VDC/mm
±10 VDC
Wave - OWC
± 60 mm
0.167 VDC/mm
±10 VDC
Pressure - OWC
± 400 Pa
25 mVDC/Pa
±10 VDC
E. Experimental Test Regime
The experimental test regime investigated four separate air
chamber volume variations. Each volumetric variation of the
device was subjected to 20 mm height across a frequency
bandwidth of 0.4 Hz - 1.2 Hz, with the results obtained
processed using phase averaging, a technique previously
employed in analysing model scale hydrodynamic
experimental data [22-24, 33, 34]. The frequency increment
resolution was increased around resonance to provide better
detail of the device performance at resonance.
F. Data Processing
As with previous experimental investigations associated
with bent duct type model scale OWC devices, the phase
averaging data post processing technique was employed to
accurately evaluate the performance of the OWC conditional
variations [22-24, 33-36]. Orphin et al. conducted a suite of
experiments investigating the uncertainty associated with
model scale hydrodynamic experimental testing of an OWC
device where they concluded that that results obtained via
phase averaging are within ± 2% of the results obtained from
10 identical repeat runs [24]. The methodology followed is the
same as that outlined in [22], from which the processed data
was then utilised to derive the measurements of interest
pertaining to the volumetric and damping variations.
IV. RESULTS AND DISCUSSION
A. Pneumatic Damping Coefficient, δ
As previously addressed, a linear damping relationship for
the model scale PTO substitute was desired for the
hydrodynamic testing. Previous evaluations of Enviro-Cloth
fabric mesh as a PTO simulant yielded results that indicated its
ability to provide linear damping characteristics at model scale
[22-24]. With these characteristics in mind, the fabric mesh was
applied identically across the four volumetric variations of the
OWC air chamber to establish how additional air chamber
volume influences the linearity of the damping, and the
relationship between pressure and volume flux within the
chamber.
Fig. 4 Damping relationship between pressure and volume flux for increasing chamber volumes: a) No additional volume b) 0.5 m3 additional volume c) 1.0 m3
additional volume d) 1.5 m3 additional volume.
Fig. 4 illustrates the pneumatic damping characteristics of
the OWC PTO simulant as the air chamber volume increases.
Fig. 4a displays the typical damping relationship previously
established for the unaltered OWC device in isolation, where it
is illustrated that for all experimental incident wave frequencies
(characterized by contrasting coloured lines) that an
approximate linear relationship can be assumed, defined by the
dashed line. Further investigating Fig. 4a, it can be recognised
that the effects of air compressibility are not conclusive due to
the lack of observable phase shift between the pressure and
volume flux data. This is most easily observed at the local
maxima and minima for pressure, where the corresponding
maxima and minima for volume flux are also observable. For
this case, which also represents a large portion of experimental
testing of OWC devices, the air-compressibility is usually
overlooked. It should be however noted that the apparent
hysteresis visible in Fig. 4a is associated with a pressure leak at
the outlet of the chamber. Subsequently the results obtained for
γr, γc and L̃pc. for the no added volume are considered erroneous
and are not presented in the following.
As the volume of the OWC air chamber incrementally
increases (0.5 m3, 1 m3 and 1.5 m3 in Fig. 4b, 4c and 4d
respectively), the effects of air compressibility become
apparent, as a phase shift is clearly discernible between the
internal pressure and volume flux as the corresponding maxima
and minima are unaligned. The linear regression to obtain the
pneumatic damping coefficient cannot be applied for these
cases. It should also be noted that the relationship between Pc
and Q seems to change with frequency.
In order to further investigate the air compressibility effect,
γr and γc were derived using Equation (7-9).
B. Compressibility Coefficient, γc
Analysis of the hydrodynamic components of the pneumatic
damping is presented in which detail the compressibility
against frequency and against different air chamber volumes,
V0,c, and turbine coefficients respectively.
First investigating the compressibility coefficient, γc, in Fig.
5, the coefficient is plotted for the different air chamber
volumes, V0,c, on the x-axis and different frequencies
represented by the colour markers. In Fig. 6, the coefficient is
plotted for the different frequencies on the x-axis and the air
chamber volumes, V0,c, are represented by the colours markers.
Analysing the result, the value of the compressibility
a)
b)
c)
d)
coefficient is seen to increase with respect to both V0,c, and f
the incident wave frequency. A linear trend seem to appear in
the data in both Fig. 5 and Fig. 6, which corresponds correctly
with the expected outcomes governed by Equation (3).
Fig. 5 Compressibility coefficient, γc, with respect to volumetric and incident
wave frequency increases
Fig. 6 Compressibility coefficient, γc, with variations of incident wave
frequency for varying volume cases.
Rewriting Equation (3) in the form of
( )
0,cc
CV k
γω
= +
(11)
the values of C and k where derived using the experimental data
and presented in Table II for the different V0,c and compare with
its theoretical value.
TABLE II
C AND K VALUE FOR VOLUMETRIC VARIATIONS
Previous hydrodynamic experimentation from the authors
was able to establish that for small values of V0,c the value of γc
will be very close to zero, subsequently resulting in no
discernible phase shift between the volume flux and dynamic
pressure [22]. In the same way, as the incident wave frequency
tends toward zero, indicating still water conditions, the value
for γc will also be zero. This correlates correctly to the
theoretical expression derived by Sarmento and Falcao [1]
which tends toward zero as both volume and frequency tend
towards zero.
The results illustrated in Fig. 5, Fig. 6 and Table II indicate
a disparity from the theoretical expression. It was established
that as V0,c and ω tend away from zero, the data followed a
relationship defined by the newly derived expression presented
in Equation (11). The value for C remains relatively constant
throughout the volumetric air chamber variations tested, but is
different from the theoretical value proposed, as found in Table
II. Similarly, the newly derived expression presents the
coefficient k, which appears to be a function of volume, as such
can be considered dependent upon the value of V0,c.
As illustrated in Fig. 5 and Fig. 6, a key finding from the
experimental investigation was the linearity of the relationship
between γc and both V0,c and ω respectively. This provides
evidence indicating the trend adheres to the linearity of the
theoretical expression, which provides a promising foundation
for future development. The variation in the magnitude of the
slope, and subsequent introduction of the coefficient k indicates
that revision of the theoretical model should be investigated at
full scale and verified through experimental measures to
provide greater understanding of the influence of air
compressibility in large scale devices.
The linearity of the established relationships in culmination
with further development of the theoretical model provides a
platform that can be developed further into a methodology for
better simulating the PTO system and air compressibility
effects at model scale.
It should be noted that the highly dynamic environment
within the OWC chamber associated with the natural resonant
frequency of the device did not have any apparent effect on the
results presented in Fig. 5 and Fig. 6 where the natural
resonance frequency of the device was found around 0.55 Hz.
C. Turbine Coefficient, γr
The second of the hydrodynamic coefficients related to the
pneumatic damping imposed on the system by the PTO
simulant is the turbine coefficient, γc. Fig. 7 illustrates the
results obtained from experimental testing against the
frequencies on the x-axis and the air chamber volumes, V0,c, are
represented by the colours markers.
Volume
(m
3
)
Experimental
C (10
-4
)
Theoretical
C (10
-4
)
Experimental
k (10
-4
)
0.5
0.0926
0.0694
0.1724
1.0
0.0928
0.2004
1.5
0.0953
0.2758
γr is found to stay relatively constant over the frequencies,
well within the uncertainties related to the measurements. One
key outcome, however, is the dependence of γr with the air
chamber volumes, V0,c. Although the damping on the orifice
simulated by the layers of enviro-cloth were the same, γr
increases with V0,c which does not follow the expected outcome
from Equation (2). In practice, γr can nevertheless be altered by
changing the number of Enviro-Cloth layers utilised for the
PTO simulant.
Fig. 7 Turbine coefficient, γr, for variations in incident wave frequency across
tested volumetric variations.
The results displayed in this section can have significant
application in the scaling and testing of OWC devices in order
to include the effect of air-compressibility inside the chamber.
Linear damping is here considered but the used of added
chamber volume could also be applied for the more usual
orifice type PTO simulant.
D. Hydrodynamic Performance
In order to evaluate the effect of volumetric changes of the
OWC air chamber on the hydrodynamic performance of the
model scale OWC device, the non-dimensional capture width
was derived for all test cases to form the plot displayed in Fig.
8. Analysing Fig. 8, we can observe the performance response
curve typically associated with an isolated bent duct type OWC
device, where the peak performance output occurs at the
resonance frequency of the device [24-26], which is
approximately 0.65 Hz for this particular test configuration. As
the incident wave frequency moves away either side of the
resonance frequency, there is an observable decline in the
performance of the device.
The difference in performance for the different additional air
chamber volumes is here not conclusive. The node present
around f = 0.95Hz, as discussed in [22] for the isolated device,
has a restraining influence on the effect of air-compressibility
on the performance for this case. Further testing for different
devices would be necessary.
Fig. 8 Non-dimensional capture width of the OWC device for varying incident
wave frequencies and volumetric air chamber variations.
V. CONCLUSIONS
The purpose of this document was to present a preliminary
investigation of the effect of air compressibility on a model
scale experiment of an OWC device by scaling the chamber
volume by the scale-factor (λ) squared instead of the typical (λ)
cubed. Three different added chamber volumes were
considered and their impacts on the pneumatic coefficients and
hydrodynamic performance studied.
A recognisable phase shift between volume flux and
pressure associated with air compressibility was identified as
the air chamber volume was increased. The air compressibility
coefficient, γc, was found to follow the theoretical trend as
proposed in [1]. The γc factor values obtained experimentally
for the variations in V0,c remained relatively consistent across
the test cases, yet varied in magnitude relative to the theoretical
expression. Similarly, the newly derived expression was found
to have a volume dependant factor k, which requires further
investigation in future studies. The PTO coefficient , γr, was
also found to be relatively constant over the frequencies as
proposed in [1] but was however found to be dependent on the
added volume.
The effects of air compressibility on the hydrodynamic
performance here was not conclusive due to the natural
behaviour of the device and will certainly require further testing.
This research presents a method with the potential for
significant changes in the model scale investigation of OWC
devices. The linear relationship established for the air
compressibility coefficient provides a foundation that can be
further developed toward more accurate assessments of full-
scale OWC devices’ hydrodynamic, pneumatic and energetic
properties in experimental set-up.
ACKNOWLEDGMENT
The authors acknowledge Mr. Daniel Male, Mr. Tim
Lilienthal and Mr. Darren Young for their assistance regarding
the design and construction of the experimental configuration.
Without their expertise and guidance, this experimental
investigation would not have been possible.
REFERENCES
[1] Sarmento, A.J. and A.D.O. Falcão, "Wave generation by an oscillating
surface-pressure and its application in wave-energy extraction," Journal
of Fluid Mechanics, vol. 150, pp.467-485, 1985.
[2] Jefferys, R. and T. Whittaker, Latching control of an oscillating water
column device with air compressibility, in Hydrodynamics of Ocean
Wave-Energy Utilization. 1986, Springer. p. 281-291.
[3] Szumko, S., "Mechanical model for oscillating water column with
compressibility," Journal of Engineering Mechanics, vol. 115, pp.1851-
1866, 1989.
[4] Falcão, A.F.D.O. and P.a.P. Justino, "OWC wave energy devices with
air flow control," Ocean Engineering, vol. 26, pp.1275-1295, 1999.
[5] Folley, M. and T. Whittaker. "The effect of plenum chamber volume and
air turbine hysteresis on the optimal performance of oscillating water
columns," in Proceedings of 24th International Conference on Offshore
Mechanics and Arctic Engineering. 2005. Halkidiki, Greece: OMAE.
[6] Setoguchi, T., S. Santhakumar, H. Maeda, M. Takao, and K. Kaneko,
"A review of impulse turbines for wave energy conversion," Renewable
Energy, vol. 23, pp.261-292, 2001.
[7] Drew, B., A. Plummer, and M.N. Sahinkaya, "A review of wave energy
converter technology," Proceedings of the Institution of Mechanical
Engineers, Part A: Journal of Power and Energy, vol. 223, pp.887-902,
2009.
[8] Falcao, A.F.D.O., "Wave energy utilization: A review of the
technologies," Renewable and sustainable energy reviews, vol. 14,
pp.899-918, 2010.
[9] Lewis, A., S. Estefen, J. Huckerby, W. Musial, T. Pontes, and J. Torres-
Martinez, Ocean Energy. In IPCC Special Report on Renewable Energy
Sources and Climate Change Mitigation [O. Edenhofer, R. Pichs-
Madruga, Y. Sokona, K. Seyboth, P. Matschoss, S. Kadner, T. Zwickel,
P. Eickemeier, G. Hansen, S. Schlömer, C. von Stechow (eds)],
Cambridge University Press, Editor. 2011: Cambridge, United Kingdom
and New York, NY, USA.
[10] Heath, T., "A review of oscillating water columns," Phil. Trans. R. Soc.
A, vol. 370, pp.235-245, 2012.
[11] López, I., J. Andreu, S. Ceballos, I.M. De Alegría, and I. Kortabarria,
"Review of wave energy technologies and the necessary power-
equipment," Renewable and Sustainable Energy Reviews, vol. 27,
pp.413-434, 2013.
[12] Delmonte, N., D. Barater, F. Giuliani, P. Cova, and G. Buticchi.
"Oscillating water column power conversion: A technology review," in
2014 IEEE Energy Conversion Congress and Exposition (ECCE). 2014.
IEEE.
[13] Ocean Energy Systems, International Levelised Cost Of Energy for
Ocean Energy Technologies. Lisbon, Portugal: International Energy
Agency 2015.
[14] Falcão, A.F. and J.C. Henriques, "Oscillating-water-column wave
energy converters and air turbines: A review," Renewable Energy, vol.
85, pp.1391-1424, 2016.
[15] Ren21, Renewables 2016 Global Status Report. Paris: REN21
Secretariat 2016.
[16] Mankins, J.C., "Technology readiness levels," White Paper, April, vol.
6, pp.1995.
[17] Takahashi, S., H. Nakada, H. Ohneda, and M. Shikamori, "Wave Power
Conversion by a Prototype Wave Power Extracting Caisson in Sakata
Port," Coastal Engineering, vol. 23, pp.3440-3453, 1992.
[18] Torre-Enciso, Y., I. Ortubia, L. López De Aguileta, and J. Marqués.
"Mutriku wave power plant: from the thinking out to the reality," in
Proceedings of the 8th European Wave and Tidal Energy Conference.
2009. Uppsala, Sweden.
[19] Arena, F., V. Fiamma, V. Laface, G. Malara, A. Romolo, A. Viviano, G.
Sannino, and A. Carillo. "Installing U-OWC devices along Italian
coasts," in 32nd International Offshore Mechanics and Arctic
Engineering Conference. 2013. San Diego, USA: ASME.
[20] Arena, F., A. Romolo, G. Malara, and A. Ascanelli. "On design and
building of a U-OWC wave energy converter in the Mediterranean Sea:
a case study," in 32nd International Offshore Mechanics and Arctic
Engineering Conference. 2013. San Diego, USA: ASME.
[21] Arena, F., G. Malara, and A. Romolo, A U-OWC wave energy converter
in the Mediterranean Sea: Preliminary results on the monitoring system
of the first prototype, in Renewable Energies Offshore. 2015, CRC Press.
p. 417-421.
[22] Howe, D. and J.-R. Nader, "OWC WEC integrated within a breakwater
versus isolated: Experimental and numerical theoretical study,"
International Journal of Marine Energy, vol. 20, pp.165-182, 2017.
[23] Howe, D., J.-R. Nader, J. Orphin, and G. Macfarlane. "The Effect of Lip
Extrusion on Performance of a Breakwater Integrated Bent Duct OWC
WEC," in European Wave and Tidal Energy Conference. 2017. Cork,
Ireland.
[24] Orphin, J., J.R. Nader, I. Penesis, and D. Howe. "Experimental
Uncertainty Analysis of an OWC Wave Energy Converter," in
Proceedings of 12th European Wave and Tidal Energy Conference.
2017. Cork, Ireland.
[25] Allsop, W., T. Bruce, J. Alderson, V. Ferrante, V. Russo, D. Vicinanza,
and M. Kudella, "Large scale tests on a generalised oscillating water
column wave energy converter," vol. 2014.
[26] Fleming, A., G. Macfarlane, S. Hunter, and T. Denniss. "Power
Performance Prediction for a Vented Oscillating Water Column Wave
Energy Converter with a Unidirectional Air Turbine Power Take-off,"
in European Wave and Tidal Energy Conference. 2017. Cork, Ireland.
[27] Fleming, A.N. and G.J. Macfarlane, "Experimental flow field
comparison for a series of scale model oscillating water column wave
energy converters," Marine Structures, vol. 52, pp.108-125, 2017.
[28] Mitchell Ferguson, T., I. Penesis, G. Macfarlane, and A. Fleming, "A
PIV investigation of OWC operation in regular, polychromatic and
irregular waves," Renewable Energy, vol. 103, pp.143-155, 2017.
[29] Day, S., I. Penesis, A. Babarit, A. Fontaine, Y. He, M. Kraskowski, M.
Murai, F. Salvatore, and H. Shin. "Specialist Committee on
Hydrodynamic Testing of Marine Renewable Energy Devices: final
report and recommendations to the 27th ITTC," in 27th International
Towing Tank Conference. 2017.
[30] Nader, J.-R. "Hydrodynamic analysis and performance of a single fixed
circular OWC device," in Proceedings of the 11th European Wave and
Tidal Energy Conference. 2015. Nantes, France.
[31] Nader, J.-R., S.-P. Zhu, and P. Cooper, "Hydrodynamic and energetic
properties of a finite array of fixed oscillating water column wave energy
converters," Ocean Engineering, vol. 88, pp.131-148, 2014.
[32] Elhanafi, A., G. Macfarlane, A. Fleming, and Z. Leong, "Scaling and air
compressibility effects on a three-dimensional offshore stationary OWC
wave energy converter," Applied Energy, vol. 189, pp.1-20, 2017.
[33] Fleming, A., I. Penesis, L. Goldsworthy, G. Macfarlane, N. Bose, and T.
Denniss, "Phase Averaged Flow Analysis in an Oscillating Water
Column Wave Energy Converter," Journal of Offshore Mechanics and
Arctic Engineering, vol. 135, pp.9, 2013.
[34] Fleming, A., I. Penesis, G. Macfarlane, N. Bose, and S. Hunter, "Phase
averaging of the velocity fields in an oscillating water column using
splines," Proceedings of the Institution of Mechanical Engineers, Part
M: Journal of Engineering for the Maritime Environment, vol. 226,
pp.335-345, 2012.
[35] Ferguson, T.M., G. Macfarlane, A. Fleming, and I. Penesis, "PIV
investigation of 3-dimensional flow withi n an oscillating water column,"
International Journal of Marine Energy, vol. 11, pp.120-131, 2015.
[36] Ferguson, T.M., I. Penesis, G. Macfarlane, and A. Fleming, "A PIV
investigation of OWC operation in regular, polychromatic and irregular
waves," Renewable Energy, vol. 103, pp.143-155, 2017.
... A wide range of deployment strategies for OWC-type devices have been proposed and include isolated, breakwater integrated and arrays. Investigations have focused primarily on improving the hydrodynamic performance and overall power of the device or array [4][5][6][7][8][9][10][11][12][13][14][15][16]. ...
... A number of studies, e.g. [8,9,[18][19][20][21] have addressed this issue by attaching additional auxiliary air tanks to the air chamber of a single device to allow for appropriate air compression to occur. ...
... The RAO, as derived in [28] is given by Eqn. (9). ...
Article
Full-text available
Wave energy converter arrays have the potential to provide coastal protection in addition to generating power from incoming waves. As part of a wider experimental study to investigate dual-use applications, this paper presents the results of wave flume testing conducted to analyse the performance characteristics of a single, generic Oscillating Water Column (OWC) device, in preparation for the next phase of study that will focus on multi-device arrays. The specific focus of this flume testing was to characterise parameters such as Response Amplitude Operator (RAO), Capture Width Ratio (CWR) and Phase Response, as well as the device’s effect on the local wave field. A potential limitation when using scaled experimental results for OWCs are the differing scaling factors that should be applied to the device’s submerged volume (λ³) and air volume (λ²) which, together with the Power Take Off (PTO) damping, can greatly affect the air-spring stiffness experienced within the OWC. A subset of 34 tests (out of a total 134) were conducted under monochromatic wave conditions with wave heights of 20 mm or 40 mm and wave periods ranging from 1.2 s to 2.2 s. In these tests the PTO damping was varied by adjusting the orifice diameter, while the air volume was varied via an adjustable auxiliary air chamber. Results show that for the smaller orifice diameters (i.e., higher damping) tested, air-spring stiffness played a significant role and counterintuitively increased with increased air volume. Effects of the single OWC device on the wave field within the flume were also investigated. Results revealed that while there is a marked difference when comparing the OWC to an identically-shaped blockage, there was no significant measurable difference in the wave height change observed for all the damping and air volume parameter settings that were modelled, despite a general trend when comparing to the empty flume.
... An air reservoir was attached to the OWC chamber to account for air compressibility [34]. Howe et al. investigated the spring-like effect of a 1:20 bent duct-type OWC device and studied the effects of added chamber volumes experimentally [35]. Benreguig and Murphy predicted the performance of the Tupperwave OWC, and the external reservoir, scaled by the square of the scale ratio, was used to reproduce air compressibility [36]. ...
Article
Full-text available
The oscillating water column (OWC) wave energy converter has demonstrated significant potential for converting ocean wave energy. The spring-like effect of air compressibility can significantly affect the hydrodynamic behavior of the device, but it has rarely been investigated through experimental studies. In this study, an experimental test on a model-scaled OWC device was carried out in a wave flume using a series of regular and irregular waves. The spring-like effect was taken into account by the combination of the air chamber with an additional air reservoir of appropriate volume, where the total volume was scaled according to the square of the Froude scale. The hydrodynamic performance was compared with the results obtained without considering the spring-like effect. A phase difference between the air pressure and airflow rate was observed when employing the additional air reservoir. The amplitudes of free surface elevation and airflow rate increased, while the air pressure was reduced when the spring-like effect was considered. The results demonstrate that failure to consider the spring-like effect can lead to overestimation of the hydrodynamic efficiencies, and the errors were mainly affected by the incident wave frequency.
... However, the papers and models are created with an eye to using OWCs to produce power utilizing turbines which are often represented in the models. Howe et al. investigated a method to account for air compressibility effects at the experimental model scale and compared the results to work proposed analytically (Howe et al., 2018). The work supported a scale-factor squared for chamber volume rather than adopting typical Froude scaling. ...
Thesis
Full-text available
This paper presents a practical experiment developed to test a new concept which aimed to increase the pressurisation inside an oscillating water column (OWC) type wave energy converter (WEC), for potential application in an air lift pump system. As part of this proof of concept, a new conceptual one-way valve was introduced and the air chamber shape was altered to observe the hydrodynamic effects of increasing pressurisation on the system. The model test was conducted in regular waves at the Australian Maritime College's Towing Tank. Low Pass Butterworth filtering and the phase-averaging method were used to process the data and provide useful results that related both frequency and wave height to pressure, waterline set-down, and OWC power. Hydrodynamic absorption was key in evaluating the device performance. While the change of air chamber shape did not produce an increase in pressure, it did increase the pneumatic power and efficiency of the OWC system. This study highlights how smart geometric design can optimize the pneumatic performance of an OWC device.
... However, neither in the full-scale numerical analysis these thermodynamic phenomena have been taken into account in defining the full-scale turbine characteristic Λ, as commended in Equation (1), nor during the scaled down experiments have been specifically investigated as they were out of the scope of the present work. For this reason, elsewhere, as far as the scaling of the chamber volume is concerned, geometric similarity is used [61], instead of schemes that are proposed to account for compressibility/thermodynamic processes similitude [58]. ...
Article
Full-text available
The present paper deals with the development of a multi-purpose floating tension leg platform (TLP) concept suitable for the combined offshore wind and wave energy resources exploitation, taking into account the prevailing environmental conditions at selected locations along the European coastline. The examined Renewable Energy Multi-Purpose Floating Offshore System (REFOS) platform encompasses an array of hydrodynamically interacting oscillating water column (OWC) devices, moored through tensioned tethers as a TLP platform supporting a 10 MW wind turbine (WT). The system consists of a triangular platform supported by cylindrical floaters, with the WT mounted at the deck’s center and the cylindrical OWC devices at its corners. Details of the modelling of the system are discussed and hydro-aero-elastic coupling between the floater; the mooring system; and the WT is presented. The analysis incorporates the solutions of the diffraction; the motion- and the pressure-dependent radiation problems around the moored structure, along with the aerodynamics of the WT into an integrated design approach validated through extensive experimental hydrodynamic scaled-down model tests. The verified theoretical results attest to the importance of the WT loading and the OWC characteristics on the dynamics of the system.
... There is an inherent uncertainty introduced by reducing a full-scale prototype to a simplified scaled 95 model to undertake performance analysis in the controlled environment of a laboratory. In a tank 96 testing scenario, one or more of the following effects are generally ignored: viscosity, surface tension, 97 stiffness and/or compressibility. of reservoirs [12]. However, at smaller model scales (1:30 -1:50) incompressibility is often assumed. ...
Article
Full-text available
This research presents a methodology for carrying out uncertainty analysis on measurements made during wave basin testing of an oscillating water column wave energy converter. Values are determined for Type A and Type B uncertainty for each parameter of interest, and uncertainty is propagated using the Monte Carlo method to obtain an overall Expanded Uncertainty with a 95% confidence level associated with the Capture Width Ratio of the device. An analysis into the impact of reflections on the experimental results reveals the importance of identifying the incident and combined wave field at each measurement location used to determine device performance, in order to avoid misleading results.
Article
In this work, an Oscillating Water Column (OWC) device is considered placed in front of a V-shaped vertical breakwater. The idea conceived, is based on the amplified wave power absorption due to the wave interactions originated from the presence of the breakwater. A theoretical analysis is presented in the realm of linear potential theory, based on the solution of proper diffraction, and radiation problems in the frequency domain, using the eigenfunction expansion method, the method of images and the multiple scattering approach. Optimum absorption efficiency is examined taking into consideration the characteristics of the Power Take Off (PTO) system and the air compressibility. Numerical results are presented and discussed in terms of the expected power absorption. The effect of the distance between the OWC and the vertical walls, the breakwater's forming angle, and the wave heading angle, is examined to demonstrate the enhanced absorption ability of the device. It is concluded that the device's efficiency is strongly dependent on the position of the OWC in front of the walls, as well as the angle of the wave impact, and should be taken into account when determining the optimum device parameters for maximization of its performance.
Article
The performance of oscillating water column (OWC) wave energy converters (WEC) is highly affected by airflow rate. In this paper, a novel system is proposed that increases airflow rate and, therefore, output power through the integration of a mechanical structure known as a windcatcher with a conventional OWC. To investigate the hydrodynamic behaviour of the proposed system, a non-linear two-dimensional computational fluid dynamics (CFD) model is employed, along with the Reynolds Averaged Navier-Stokes (RANS) approach. The results of a comparison of the proposed OWC to a conventional type reveal a significant increase in airflow rate through the turbine blades, realizing an increase in converter output power. Moreover, the results show a power generation consistency in the proposed hybrid system, as the amplitude of the oscillatory part of the turbine airflow rate is diminished. Therefore, the proposed OWC converter not only generates significantly more power than a conventional type, it also has smoother power generation performance.
Article
Models help us understand, assess, predict; but they are limited, uncertain. To better understand limitations and uncertainties due to scale effects in model test experiments of wave energy converters (WECs), we conducted a series of experiments at three model scales of a case study oscillating-water-column (OWC) WEC. This paper reports incident waves, power, and loads results across scales, and evaluates the causes and effects of identified scale-dependent parameters. Incident wave profiles varied significantly across scales as they became more nonlinear. These nonlinear wave variations caused and interacted with scale effects associated with capture width ratio and loads, which showed moderate-significant differences across scales (10–30%+). Larger models tended to show relatively higher power performance and loads. Key scale-dependent parameters likely contributing most to differences in results across scales were associated with the test environment (incident wave generation and nonlinear waves), the model (deployment position relative to the wavemaker and PTO modelling), and instrumentation and apparatus (force balance). Interacting nonlinearities between waves, OWC hydrodynamics, and power take-off damping exacerbated observed scale effects. Thus, scale effects can be significant and should be accounted for in model test experiments of WECs. Doing so will likely improve experimental outcomes and, hence, a WEC's commercial viability.
Article
Full-text available
Maritime structure integration is widely considered as a potential solution for reducing the high Levelised Cost of Electricity (LCOE) associated with Wave Energy Converter (WEC) technologies. However, the majority of published research has focused on fixed structure integration [1,2], with far fewer investigating the potential for floating structure integration [3]. Expanding on previous works [4,5], this article investigates the performance of a π-type floating breakwater integrated with multiple Oscillating Water Column (OWC) WECs through model scale hydrodynamic experimentation. While under varying structural arrangements including device configurations and motion constraints, the model was subjected to 13 generic irregular wave spectra. Results of the experimental investigation illustrate that OWC device integration provides distinct benefits to the non-dimensional performance parameters of the floating breakwater in irregular sea states, which correlates strongly with the results obtained from previous regular wave analyses [4,5]. With firm correlation between the regular and irregular analyses, it is hypothesized that device development could potentially forgo regular wave investigations in preference of irregular wave testing, as it yields a broader bandwidth of results with reduced temporal requirements. Similarly, it is illustrated that the irregular non-dimensional parameter spectra can be used to effectively predict the performance characteristics of the device across different sea states. This article furthers the concept validation and feasibility of OWC WEC integrated floating breakwaters, and aids in the progression of the concept through the Technology Readiness Levels.
Conference Paper
Full-text available
This paper presents a practical example of an uncertainty analysis applied to the results of an oscillating water column (OWC) wave energy converter (WEC) model test experiment in regular waves. The 1:20 scale OWC device equipped with a porous mesh power takeoff (PTO) system was integrated into a fully reflective breakwater and installed in the Australian Maritime College Model Test Basin. Using phase-averaging as a data analysis technique, device performance in terms of capture width was determined across the frequency range tested, using probe data of the incident wave elevations, and the resulting wave elevations and pressure inside the OWC chamber. This paper is devoted to evaluating the uncertainty of this data. Type A uncertainty (statistical means via repeat observations) was determined through a series of repeat observations, whereas Type B uncertainty (non-statistical means) was determined using sensor calibration data and through regression analysis. Total uncertainty results include < ± 2% for all wave probe data, < ± 11 % for pressure, ± 22% for damping, producing a total uncertainty of ± 30% for the mean power of the device. This large uncertainty in power is because the calculation is a function of damping and pressure that both eventuated to relatively large uncertainty. This study highlights the importance of presenting experimental results with a description of the uncertainties involved.
Conference Paper
Full-text available
Oscillating Water Column (OWC) Wave Energy Converters (WECs) are one of the most studied, developed and tested devices associated with Ocean Renewable Energy (ORE) today. Variations in concept design and hydrodynamic characteristics have been researched extensively, however the main issue associated with ORE is the high Levelised Cost of Energy (LCOE). One of the most promising applications devised to potentially decrease the LCOE is maritime structure integration by sharing the costs associated with construction, and lowering the costs of maintenance. This paper investigates physical model experimentation into the effect that lip extrusion of a breakwater integrated bent duct type OWC has on the performance. The importance of the investigation has implications regarding tuning of the device for site-specific breakwater integration and constructability. It is documented that a bent duct OWC observes change in its natural resonance frequency through variation in length of the swept path of the geometrical cross-section. Subsequently, lip extrusion could present a way of tuning the device to suit a site-specific sea state, and is a design consideration that will affect both optimal power absorption and constructability. It was found that the longer the lip extrusion the lower the performance and that the no lip extrusion case resulted in the maximum non-dimensional capture width of 2.2 compared to the maximum lip extrusion considered in this paper corresponding to 1.4. This is a positive result for construction consideration as less materials are required, however, using lip extrusion to tune OWC resonance might come at the cost of performance.
Conference Paper
Full-text available
This short paper outlines tests in the GWK during March / April 2014 on a generalised Oscillating Water Column (OWC) wave energy converter. The tests (at approximately 1:5 to 1:9 of full scale) measured wave loads, water column movements, air pressures and air flows through a number of orifices simulating turbine losses, including full closure. The tests will provide unique calibration data for CFD models using compressible air in the chamber. Additionally, by direct comparison with small-scale physical model tests, scale effects in wave loading and device performance will be explored in detail.
Article
This paper presents an analysis of 2D PIV model test experiments performed on a series of forward-facing bent-duct type of oscillating water column (OWC) models with varied underwater geometry. Experiments of this complexity involving particle imaging velocimetry (PIV) to compare performance difference between differing geometry is the first of its type. The intent of the experiments was to investigate conversion losses and device performance by modifying the underwater geometry based on previous work by the authors. Four models were tested in total; the base model and three variations that had additional segments to afford different chamber length and lower/upper lip angles (10, 20 and 30°). Dynamic similarity was assumed to be maintained between models by using a constant lower lip depth and a constant ratio of chamber length to projected underwater cross-sectional area.
Article
Understanding the hydrodynamic performance of an Oscillating Water Column (OWC) wave energy converter is essential for further improving the device efficiency. Most experimental measurements are performed at small scales where air compressibility can be ignored. In this paper, scaling and air compressibility effects on the performance of an offshore stationary OWC wave energy converter are studied in a 3D numerical wave tank. A Computational Fluid Dynamics (CFD) model based on the RANS equations and the VOF surface capturing scheme is developed and validated against physical measurements of a 1:50 model-scale OWC. Following the validation stage, the CFD model is utilized to investigate scaling and air compressibility effects on the performance of an OWC by comparing five different scales from 1:50 up to full-scale and modelling air as both compressible and incompressible. Other parameters that are considered include the impact of varying the power take-off (PTO) damping, wave height and period, underwater geometry, and the effect of air chamber height. Results reveal that at full-scale air compressibility is important and can induce about 12% reduction in the maximum efficiency predicted at model-scale under regular waves at the resonant frequency and the optimum PTO damping. Air compressibility effects slightly reduce as the extracted pneumatic power increases. In order to consider full-scale air compressibility effects while testing a small OWC model scaled using Froude’s similitude law, the full-scale air chamber volume is best scaled with the square of the scale factor rather than cubic to predict the device performance with errors of less than 1.2%. In this manner, this work contributes to the full-scale development of OWCs by better understanding the differences from small physical model-scales.
Article
Model scale testing plays an essential role in the development and evaluation of wave energy converters and is generally performed in either regular or irregular waves. A less frequently used intermediate wave type is a polychromatic wave which has properties of both. This paper presents methodology for data processing and results from experiments in all three wave types using PIV to capture the velocity fields in and around an oscillating water column. Two methods for the merging of data in the time domain from multiple runs are presented for data sources with high and low sampling rates. The operation of the OWC in regular, polychromatic and irregular waves was compared using a novel application of normalised histograms and revealed numerous differences including the frequency and size of vortices. A linear relationship was identified between total kinetic energy and energy contained within vortices in the irregular wave. Polychromatic waves successfully represented the power output of the device in irregular waves but more investigation is required into whether they can represent the impact of vortices on device operation. The techniques developed enable evaluation of WEC design changes using PIV in the time domain, and therefore in a more realistic sea state.
Chapter
A linearised model of air compressibility is developed and integrated with the conventional hydrodynamic model of an OWC. This is optimised in the frequency domain and the effects of compressibility are explored. Numerical predictions are validated by experiment. A latching control strategy is described and optimised by first harmonic methods. Simulations show that the approximate frequency domain analysis is accurate and that useful gains in efficiency can be realised by latching.