Towards a green economy China – Water availability cost curve
Agricultural Industry Municipal & domestic Supply
Supply/demand gap in 2030 = 201 billion m3 Total cost to fill gap = - US$ 21.7 billion
Genetic crop development (irrigated)
1.2 1.4
0.6 0.8 1
0.4 0.2 0
-1.4 -1.8 -2.2
-0.8 -1.2 -1.6
-2.0 -2.4 -2.8
-2.6 3.0
-3.2
-3.4 -8.2
-0.2 -0.6 -1
-0.4
Integrated plant stress mgt. (irrigated) Irrigation scheduling
Retrofit showerheads
Others: waste other reuse Integrated plant stress mgt.
(rainfed) 20 40 60 80 100 120
Dam & reservoir - large 140
Wastewater reuse in commercial buildings Steel: wastewater reuse
No till rainfed Power: wastewater reuse Municipal leakage New showerheads
Commercial building leakage Steel: dry dedusting
Power: condensed water cooling Paper: concealed filtration
Paper: intermediate water reuse Textile: wastewater reuse Steel: condensed water cooling
Power: USC Steel: coke dry quenching Paper: white water reuse
160
No till (irrigated) New faucets
Local water conveyance Seawater direct use
Specified deficit between supply and water requirements in 2030
Desalination (thermal) – co-located with power plant Desalination (RO)
Wastewater reuse – municipal/industrial Rain water harvesting – roof top Fresh water transfer – inter-basin New toilets
Drip irrigation 180 200 220 240
Groundwater pumping - deep Rainwater harvesting
Pipe water conveyance On-farm canal lines Mulching
Efficient sprinkler irrigation Improved fertilizer balance (rainfed)
Groundwater pumping - shallow Dam & reservoir - small
Aquifer recharge Genetic crop development – rainfed Post-harvest transport and storage
Retrofit faucets Local water pumping
Rice Intensification Improved fertiliser balance (irrigated)
Figure 12: Relative costs of different methods of supplying water in China Source: 2030 Water Working Group (2009)
SOURCE: 2030 Water Resources Group Estimated child mortality Estimated child morbidity (stunting) 260 Fresh water transfer – intra-basin
Incremental availability billion m3
New laundry machines
Power: Dry cooling Retrofit toilets
20% reduction
10% reduction
Current
Average proportion of childhood deaths (<5 yrs)
0.0 (Low) 0.2
Morbidity Mortality
0.35 (High) -3.2 Kilometres
Figure 13: Predicted effect of a 10 per cent and 20 per cent reduction in the proportion of people obtaining their primary water supply from surface water or unprotected well water on child mortality and child
morbidity (stunting), Niger River basin Source: Ward et al. (2010)
Average age for height ratio (St. Dev. below ref. median)
0 400 800
134
Cost of additional water availability in 2030, $/m3
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