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AQUA-CSP Work Packages: 1. Technologies (combination of CSP and desalting technologies) 2. Water and Solar Energy Resources 3. Demand Side Scenario 4. Market Potential 2000-2050 5. Socio-Economic Impacts 6. Environmental Impacts 7. Literature WP 3: Freshwater Demand Population Prospects AQUA-CSP 700 Bahrain Yemen UAE Saudi Arabia Qatar Kuwait Oman Iran Iraq Syria Lebanon Jordan Israel Palestine Egypt Libya Population in MENA Tunisia Algeria Morocco 500 400 300 200 100 50 20 45 20 40 20 35 20 30 20 25 700 Year Population [millions] 20 20 20 15 20 10 20 05 20 00 0 20 Population [million] 600 600 500 400 Urban Rural 300 200 100 0 20 00 20 05 20 10 20 15 20 20 20 25 20 Year 30 20 35 20 40 20 45 20 50 WP 3: Freshwater Demand Economic Growth AQUA-CSP North Africa Western Asia Arabian Peninsula Morocco 4.6 Jordan 4.4 Oman 3.2 Algeria 4.0 Lebanon 4.2 Kuwait 2.1 Tunesia 3.6 Syria 4.7 Qatar 1.9 Libya 3.8 Iraq 5.6 Saudi-Arabia 2.7 Egypt 4.1 Iran 3.8 UAE 1.8 Israel 1.9 Yemen 6.5 Palestine 4.6 Bahrain 2.3 Reference U.S. 1.2 Long-term average per capita growth rates of GDP Arabian Peninsula North Africa 60 50 Oman Kuwait Qatar Saudi Arabia UAE Yemen Bahrain 40 30 20 10 0 20 00 GDP [1000 $/cap PPP] GDP [1000$/cap PPP] 60 50 Libya Tunisia Algeria Morocco Egypt 40 30 20 10 0 20 05 20 10 20 15 20 20 20 25 20 Year 30 20 35 20 40 20 45 20 50 20 00 20 05 20 10 20 15 20 20 20 25 20 Year 30 20 35 20 40 20 45 20 50 AQUA-CSP WP 3: Freshwater Demand Water Demand Model (t ) (t 1) (1 (t )) (t 1) (1 ) (t ) Sector Irrigation Municipal Industrial Driving Force γ Population GDP GDP Best Practice Effic. βirr = 70 % βmun = 85 % βind = 85 % Progress Factor αirr = 50 % αmun = 65 % αind = 65 % General End Use Eff. Enhancement μirr = 0 μmun = 1.8 %/y μind = 1.8 %/y (t ) (t E ) (t ) (t S ) (1 (t )) (t E ) (t S ) ( (t S )) t tS tE tS WP 3: Freshwater Demand Water Demand Prospects by Country AQUA-CSP Freshwater Demand [billion m³/y] 500 450 400 350 300 250 200 150 100 50 0 2000 2010 2020 2030 Year 2040 2050 Bahrain Yemen UAE Saudi Arabia Qatar Kuwait Oman Iran Iraq Syria Lebanon Jordan Israel Palestine Egypt Libya Tunisia Algeria Morocco WP 3: Freshwater Demand Water Demand Prospects by Sectors Freshwater Demand [billion m³/y] AQUA-CSP 500 500.0 450 450.0 400 400.0 Industrial Municipal 350 350.0 300 300.0 250 250.0 Sustainable Water Used 200 200.0 Agricultural 150 150.0 100 100.0 50 50.0 0 0.0 00 0 2 5 0 20 10 0 2 5 1 20 0 2 20 25 30 0 0 2 2 Year 5 3 20 0 4 20 5 4 20 0 5 20 WP 3: Freshwater Demand Deficits by Country AQUA-CSP Freshwater Deficit [billion m³/y] 160 140 120 100 80 60 40 20 0 2000 2005 2010 2015 2020 2025 2030 2035 2040 2045 2050 Year Bahrain Yemen UAE Saudi Arabia Qatar Kuwait Oman Iran Iraq Syria Lebanon Jordan Israel Palestine Egypt Libya Tunisia Algeria Morocco AQUA-CSP Type of Scenario Progress Factor αirr for WP 3: Freshwater Demand Scenario Variations Business As Usual AQUA-CSP Extreme Efficiency 20 % 50 % 100 % 20 % 65 % 100 % 30 % 50 % 75 % Irrigation Efficiency Progress Factors αmun, ind for Distribution Efficiency Waste Water Re-Use WP 3: Freshwater Demand Scenario Variation Business As Usual AQUA-CSP Business As Usual Scenario 600 600.0 500 500.0 Industrial Municipal 400 400.0 300 300.0 Sustainable Water Used 200 200.0 Agricultural 100 100.0 0 20 00 Freshwater Deficit [billion m³/y] Freshwater Demand [billion m³/y] Business As Usual Scenario 0.0 20 05 20 10 15 20 20 20 2 5 02 30 20 35 20 2 0 04 2 5 04 2 250 200 150 100 50 0 2000 2005 2010 2015 2020 2025 2030 2035 2040 2045 2050 0 05 Year Year AQUA-CSP Reference Scenario 600 600.0 500 500.0 400 400.0 Industrial Municipal 300 300.0 Sustainable Water Used 200 200.0 Agricultural 100 100.0 0 00 20 0.0 20 05 20 10 20 15 2 0 02 20 25 Year 2 0 03 2 5 03 40 20 20 45 20 50 250 Freshwater Deficit [billion m³/y] Freshwater Demand [billion m³/y] AQUA-CSP Reference Scenario 200 150 100 50 0 2000 2005 2010 2015 2020 2025 2030 2035 2040 2045 2050 Year Bahrain Yemen UAE Saudi Arabia Qatar Kuwait Oman Iran Iraq Syria Lebanon Jordan Israel Palestine Egypt Libya Tunisia Algeria Morocco Bahrain Yemen UAE Saudi Arabia Qatar Kuwait Oman Iran Iraq Syria Lebanon Jordan Israel Palestine Egypt Libya Tunisia Algeria Morocco WP 3: Freshwater Demand Scenario Variation Extreme Efficiency AQUA-CSP AQUA-CSP Reference Scenario 600 600.0 500 500.0 400 400.0 Industrial Municipal 300 300.0 Sustainable Water Used 200 200.0 Agricultural 100 100.0 0 250 Freshwater Deficit [billion m³/y] Freshwater Demand [billion m³/y] AQUA-CSP Reference Scenario 0.0 00 20 05 20 10 20 15 20 20 20 25 20 Year 30 20 35 20 40 20 20 45 200 150 100 50 0 2000 2005 2010 2015 2020 2025 2030 2035 2040 2045 2050 50 20 Year Extreme Efficiency Scenario 600 600.0 500 500.0 400 400.0 Industrial Municipal 300 200 Agricultural 100 300.0 Sustainable Water Used 200.0 100.0 0 0.0 0 0 20 05 20 10 20 15 20 0 2 20 25 30 20 20 Year 35 20 40 20 20 45 50 20 250 Freshwater Deficit [billion m³/y] Freshwater Demand [billion m³/y] Extreme Efficiency Scenario 200 150 100 50 0 2000 2005 2010 2015 2020 2025 2030 2035 2040 2045 2050 Year Bahrain Yemen UAE Saudi Arabia Qatar Kuwait Oman Iran Iraq Syria Lebanon Jordan Israel Palestine Egypt Libya Tunisia Algeria Morocco Bahrain Yemen UAE Saudi Arabia Qatar Kuwait Oman Iran Iraq Syria Lebanon Jordan Israel Palestine Egypt Libya Tunisia Algeria Morocco WP 3: Freshwater Demand Coincidence with other Analysis AQUA-CSP 60000 Savings until 2025 [Mm³/y]. Total Water Demand (GCC Countries) Water Demand [BCMY] 60 50 40 30 20 10 0 1980 1990 2000 AQUA-CSP 2010 2020 2025 50000 40000 30000 20000 10000 0 Abu-Zeid 2004 ESCWA 2001 AQUA-CSP Total Water Demand (Mashreq) Total Water Demand (North Africa) 160 140 140 120 Water Demand [BCMY] Water Demand [BCMY] Re-Use Ind./Com. Municipal Irrigation 120 100 80 60 40 20 0 100 80 60 40 20 0 1980 1990 2000 AQUA-CSP 2010 2020 Blue Plan 2005 2025 1980 1990 2000 AQUA-CSP 2010 2020 Al-Zubari 2002 2025 AQUA-CSP WP 3: Freshwater Demand Conclusions MENA population will double by 2050 MENA economies will approximate European level by 2050 Water demand would grow from 270 Bm³/y in 2000 to 460 Bm³/y in 2050 Water deficit would increase from 50 Bm³/y in 2000 to 150 Bm³/y in 2050 Over-use of groundwater is already above 45 Bm³/y Extreme efficiency could limit deficit to 100 Bm³/y Efficiency and new sources will be required to cover water deficits