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REYKJAVÍK, ICELAND AUGUST 11-13, 2008 - Veðurstofa Íslands

REYKJAVÍK, ICELAND AUGUST 11-13, 2008 - Veðurstofa Íslands

REYKJAVÍK, ICELAND AUGUST 11-13, 2008 - Veðurstofa Íslands

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The table 2 shows a great difference in annual precipitation in Reykjavik<br />

and at Vifilstaðir or 336mm/yr. The temperature at Vifilstaðir is slightly<br />

higher in summer than in Reykjavik but in autumn slightly low. The<br />

developer, Þekkingarhúsið EHF, is keen on the winter runoff conditions in the<br />

area, Thorolfsson, (2004).<br />

In urban hydrology time and area scale are different from that in hydrology<br />

in rural catchments, i.e. minutes or hours vs. days and months and m 2 and<br />

hectares vs. km 2 . The urban runoff is characterized by a quick response<br />

compared to rural runoff, because of impervious surfaces, lined surfaces,<br />

vegetation removal and drainage facilities such as pipes etc for quick<br />

conveyance of the stormwater out of the catchment.<br />

When planning and designing urban stormwater facilities data on shortterm<br />

rainfall are required. Jónasson et al. (1994) has analyzed the<br />

precipitation data in the Reykjavik region regarding designing stormwater<br />

facilities and presented so-called M5-curves. These curves can be used to<br />

design stormwater facilities at Urriðavatn. Such IDF-curves are presented in<br />

Aasen et al. (2005) prepare by Sigurdsson (2004) for the Urriðavatn area,<br />

based on M5 = 53.5 mm/day.<br />

STORMWATER MANAGEMENT AT LAKE URRIDAVATN<br />

Goals and criteria for stormwater management are to relay on regulation<br />

and requirements to protect Lake Urriðavatn, Umhverfismálaráðuneyti <strong>Íslands</strong><br />

(1999). The following goals and criteria were prepared for stormwater<br />

management in urbanized areas:<br />

• The stormwater is to be managed locally i.e. it is not to be conducted<br />

out of the watershed, because the water balance in Lake Urriðavatn is<br />

to be maintained<br />

• The stormwater is to be treated, because the water quality in the Lake<br />

Urriðavatn is to be affected as little as possible and may meet the<br />

requirements to the future water quality.<br />

• The runoff intensity in developed areas should differ as little as<br />

possible from that before urbanization. The drainage system must be<br />

designed in such a way that damages and inconvenience during flood<br />

don’t occur<br />

• The stormwater is to be utilized as a local resource for experience,<br />

recreation and biological diversity.<br />

The strategy to achieve these goals and criteria are as follows:<br />

• Developing guidelines for stormwater management, which each<br />

developer is required to follow it on his lot and property<br />

• As much as possible of the stormwater should be conducted into the<br />

ground or conducted to natural runoff near the source, such as roof<br />

water, road water, water from parking places<br />

38

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