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Tidal Current Energy

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140 R. Alcorn and T. Lewis<br />

6.2 . Device location classification<br />

Although only three basic classifications of devices have been shown, it is also<br />

possible to subclassify the devices based on their designed deployment location.<br />

6.2.1 . Onshore<br />

These are devices that are built directly onto the shoreline or into a shoreline structure<br />

like a sea defence wall or breakwater. The advantage is that civil works can<br />

be land based and cable connection is made easier. The disadvantage is that the<br />

wave energy resource at the shore is greatly reduced compared with even a short<br />

distance offshore. Some recent schemes have justified this by designing devices<br />

into new breakwater developments, which greatly reduces capital civil costs.<br />

6.2.2 . Nearshore<br />

These devices are built close to shore but out of the surf zone of breaking waves.<br />

This would typically be in depths of water up to around 20 m. The advantage<br />

of locating here is that gravity-based foundations can still be used and cable<br />

runs are short. They can be fixed or floating. The disadvantage is that the wave<br />

resource is lower than offshore and the advantage of working in limited water<br />

depths may easily be outweighed by civil and installation costs.<br />

6.2.3 . Offshore<br />

These devices are floating devices moored in water from 30 m up, but a design<br />

depth of 50 m is more typical. The advantage is that the wave resource is<br />

undiminished. The disadvantage is that distance from the shore may be greater,<br />

meaning cable costs may be high and O & M may be more expensive.<br />

6.3 . Device motion classification<br />

Often, wave energy devices are classified by the wave motion that they primarily<br />

capture. There are six degrees of freedom possible, three rotational and three<br />

translational. These are shown in Figure 8.12 (Plate 14).<br />

6.4 . Capture width<br />

The size and width of device is important in proportion to how much energy<br />

it will capture. The incident power figures are calculated per meter width, so<br />

the input power can be defined as the incident power times the capture width.<br />

One interesting phenomenon about wave energy is that the capture width can<br />

be greater than the actual width of the device.<br />

7 .<br />

Device Rating<br />

The previous sections have described how the wave energy resource is quantified<br />

and forecast. They have also shown the various methods to convert this<br />

energy from either surface motions, subsurface motions or both. What should<br />

be clear from these sections is that device performance is related to wave period

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