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Operational optimisation of a tidal barrage across the Mersey estuary using 0-D modelling

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Operational optimisation of a tidal barrage across the Mersey estuary using 0-D modelling. / Aggidis, George; Benzon, David.
In: Ocean Engineering, Vol. 66, 01.07.2013, p. 69-81.

Research output: Contribution to Journal/MagazineJournal articlepeer-review

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Aggidis G, Benzon D. Operational optimisation of a tidal barrage across the Mersey estuary using 0-D modelling. Ocean Engineering. 2013 Jul 1;66:69-81. Epub 2013 Mar 19. doi: 10.1016/j.oceaneng.2013.03.019

Author

Aggidis, George ; Benzon, David. / Operational optimisation of a tidal barrage across the Mersey estuary using 0-D modelling. In: Ocean Engineering. 2013 ; Vol. 66. pp. 69-81.

Bibtex

@article{abfe7ea59e22406daa6ce190a61b7765,
title = "Operational optimisation of a tidal barrage across the Mersey estuary using 0-D modelling",
abstract = "With the operational lifetime of a tidal barrage stretching up to 120 years, it is important to be able to change the level of energy generation with varying trends in energy demand. Unlike other technologies, the energy generation level and sequence of a tidal barrage can be significantly altered without any physical change to the barrage by varying only the operational parameters. In order to explore this, a computational model which calculates the energy generation for a barrage across the Mersey estuary was developed. The model uses cutting edge double regulated turbine technology and bathymetric data and explores how this can be achieved without changing the physical parameters of the barrage. The derived results were compared to previous studies and found to match and exceed the results of past predictions.",
keywords = "Renewable Energy, Turbines, Tidal power, Tidal barrage , Tidal range , 0-D modelling",
author = "George Aggidis and David Benzon",
year = "2013",
month = jul,
day = "1",
doi = "10.1016/j.oceaneng.2013.03.019",
language = "English",
volume = "66",
pages = "69--81",
journal = "Ocean Engineering",
issn = "0029-8018",
publisher = "Elsevier Ltd",

}

RIS

TY - JOUR

T1 - Operational optimisation of a tidal barrage across the Mersey estuary using 0-D modelling

AU - Aggidis, George

AU - Benzon, David

PY - 2013/7/1

Y1 - 2013/7/1

N2 - With the operational lifetime of a tidal barrage stretching up to 120 years, it is important to be able to change the level of energy generation with varying trends in energy demand. Unlike other technologies, the energy generation level and sequence of a tidal barrage can be significantly altered without any physical change to the barrage by varying only the operational parameters. In order to explore this, a computational model which calculates the energy generation for a barrage across the Mersey estuary was developed. The model uses cutting edge double regulated turbine technology and bathymetric data and explores how this can be achieved without changing the physical parameters of the barrage. The derived results were compared to previous studies and found to match and exceed the results of past predictions.

AB - With the operational lifetime of a tidal barrage stretching up to 120 years, it is important to be able to change the level of energy generation with varying trends in energy demand. Unlike other technologies, the energy generation level and sequence of a tidal barrage can be significantly altered without any physical change to the barrage by varying only the operational parameters. In order to explore this, a computational model which calculates the energy generation for a barrage across the Mersey estuary was developed. The model uses cutting edge double regulated turbine technology and bathymetric data and explores how this can be achieved without changing the physical parameters of the barrage. The derived results were compared to previous studies and found to match and exceed the results of past predictions.

KW - Renewable Energy

KW - Turbines

KW - Tidal power

KW - Tidal barrage

KW - Tidal range

KW - 0-D modelling

U2 - 10.1016/j.oceaneng.2013.03.019

DO - 10.1016/j.oceaneng.2013.03.019

M3 - Journal article

VL - 66

SP - 69

EP - 81

JO - Ocean Engineering

JF - Ocean Engineering

SN - 0029-8018

ER -