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Forthbank Wind Energy Development - Partnerships for Renewables

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<strong>Forthbank</strong> <strong>Wind</strong> <strong>Energy</strong> <strong>Development</strong><br />

13.3.21 The FEH CD-ROM also provided data relating to the Base Flow Index (BFI) and Standard<br />

Percentage Runoff <strong>for</strong> the site catchments. The BFI is a measure of the proportion of a<br />

catchment's long-term runoff that derives from stored sources, with the BFI ranging from 0.1 in<br />

relatively impermeable clay catchments to 0.99 in highly permeable catchments. The Standard<br />

Percentage Runoff values represent the percentage of rainfall that is likely to contribute to<br />

runoff.<br />

13.3.22 The BFI <strong>for</strong> the site catchments range from 0.363 to 0.437 indicating that around a third of the<br />

catchment's long-term runoff is derived from stored sources. The Standard Percentage Runoff<br />

<strong>for</strong> the site catchments range from 38.2 to 42.2, indicating that approximately just over a third<br />

of the rainfall during an event will contribute to direct runoff rather than be stored. The BFI and<br />

SPR values show that the site is located on a slowly permeable catchment and is likely to have<br />

a relatively slow response to rainfall events.<br />

Pre <strong>Development</strong> Flood Risk<br />

13.3.23 A review of SEPA’s flood map indicates that most areas, within the site, are at risk from the<br />

200 year tidal inundation envelope from the River Forth and from the north, fluvial inundation<br />

envelope from the Black Devon. As part of the Flood Risk Assessment <strong>for</strong> the site (Appendix<br />

13.1), hydraulic modelling was carried out to confirm the extent of the flooding envelope from a<br />

200 year plus climate change allowance storm with a 15 year return period tidal boundary on<br />

the Black Devon and from a 1000 year costal flooding event. The only infrastructure shown to<br />

be at risk from flooding is the met mast, which is considered to be with flood zone 3b. The rest<br />

of the site was shown to be unaffected and hence is considered to be within flood zone 1 in<br />

November 2010 Chapter 13 Page 11<br />

Copyright <strong>Partnerships</strong> <strong>for</strong> <strong>Renewables</strong> <strong>Development</strong> Co. Ltd 2010 ©

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