climate change on UAE - Stockholm Environment Institute-US Center
climate change on UAE - Stockholm Environment Institute-US Center
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 />
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