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climate change on UAE - Stockholm Environment Institute-US Center

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for the Optimistic and Pessimistic Scenarios<br />

with Adaptati<strong>on</strong> (1.2 and 2.2, respectively).<br />

Both Scenarios suggest substantial unmet<br />

demand for the M&I sector, which can be<br />

used to quantify the amount of desalinizati<strong>on</strong><br />

capacity that would be necessary to meet future<br />

demands. These Scenarios imply a need for<br />

additi<strong>on</strong>al desalinizati<strong>on</strong> capacity of more than<br />

5,000 Mm3 and 1,000 Mm3 for the pessimistic<br />

and optimistic Scenarios, respectively.<br />

Unmet demand in the amenity sector drops<br />

to near zero after 2016 in resp<strong>on</strong>se to the<br />

reducti<strong>on</strong>s in summer-time irrigati<strong>on</strong> and<br />

reducti<strong>on</strong>s in planted area. While there is less<br />

shortage in the agriculture and forestry sector,<br />

demands still go unmet. Renewable freshwater<br />

resources in the eastern porti<strong>on</strong> of the ADE are<br />

simply not substantial enough to be c<strong>on</strong>sidered<br />

a major c<strong>on</strong>tributor to the current or future<br />

water resource portfolio <strong>on</strong> the ADE. The <strong>on</strong>ly<br />

way to c<strong>on</strong>tinue to supply irrigati<strong>on</strong> water to<br />

the agriculture and forestry sector at current<br />

levels would be to increase the use of more<br />

saline groundwater or perhaps bank unused,<br />

desalinized water that would normally be<br />

wasted to the ocean in an aquifer storage and<br />

recovery (ASR) scheme in well suited alluvial<br />

deposits interspersed throughout the ADE.<br />

5.3. Groundwater Supplies<br />

In the WEAP model it is necessary to define the<br />

initial storage state of each of our aquifers at the<br />

start of the simulati<strong>on</strong>s. We have represented<br />

the alluvial fresh and brackish aquitards of<br />

both the eastern and western regi<strong>on</strong>s, and it is<br />

our understanding that different organizati<strong>on</strong><br />

and research groups over the years have drawn<br />

different c<strong>on</strong>clusi<strong>on</strong>s regarding the available<br />

volume of fresh and brackish groundwater. No<br />

<strong>on</strong>e debates, however, that the groundwater<br />

being used, whether fresh or brackish is<br />

effectively being mined as there is no substantial,<br />

modern-day recharge of the groundwater<br />

systems of the ADE except for a small amount<br />

in the extreme eastern regi<strong>on</strong>, as groundwater<br />

throughflow from the Oman Mountains. Brooks<br />

et al reported a mean annual total of 31 Mm³/yr<br />

estimate of groundwater entering the Emirate<br />

as groundwater, with the largest c<strong>on</strong>tributi<strong>on</strong><br />

occurring within Wadi Dank catchment,<br />

benefiting the area around Al Quaa. Recall that<br />

the current water demand for the ADE is more<br />

than 3000 Mm3/yr, so <strong>on</strong>ly about 1% of current<br />

demand is supplied with a “renewable” supply.<br />

Our analysis has assumed that for the year 2002,<br />

there is about 350 Bm3 of brackish and fresh<br />

Impacts, Vulnerability & Adaptati<strong>on</strong> for<br />

Water Resources in Abu Dhabi<br />

Total Fresh and Brackish GW Storage<br />

Figure ‎5‐5. Fresh and brackish groundwater storage over the study horiz<strong>on</strong> for all three Optimistic<br />

Scenarios.<br />

121

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