I4 through I7 DESCRIPTION:
Gridded fields of water stress indicators based
on the ratio of human water use (sum of domestic, industrial and agricultural
= DIA, in km3 per year) to renewable water resources (Q) for 1995 (in km3
per year) at 30 minute (latitude by longitude) resolution. Sectoral water
use statistics were from WRI (1998). Domestic water demand was computed on
a per capita basis for each country and distributed geographically with respect
to the 1-km total population field (Vorosmarty et al., 2000). Industrial usage
was applied in proportion to urban population. Country-level irrigation withdrawals
were distributed over irrigated lands (aggregated from Doll and Siebert, 2000)
based on estimated irrigation need (see Irrigation water use metadata). Irrigation
need was computed as the difference between potential evapotranspiration (PET,
which represents the crop water requirements under optimal conditions) and
actual evapotranspiration (AET, see Irrigation water use metadata for
details). Grid-based aggregates at 30’ resolution were then determined for
agricultural plus domestic plus industrial water demand. Discharge (Q) was
computed as flow-accumulated composite runoff (Fekete et al., 2002) along
a 30-min (latitude by longitude) digital river network (Fekete et al., 2001).
A ratio of 0.4 or greater indicates conditions of water stress (Vorosmarty
et al., 2000; UN 1997).
DOWNLOADABLE FILES:
(I4) Relative_water_stress.asc = ratio of DIA/Q, representing the
proportion of renewable water resources that are being withdrawn for human
use. The value 9999 represents areas where there is water demand but no
water supply (hence the RWSI becomes undefined) The value -9999 represents
no data.
Primary source: Vorosmarty et al.(2000).
(I5) rwsi-01.asc through rwsi-12.asc= monthly ratios of DIA/Q, representing
the proportion of renewable water resources that are being withdrawn for human
use at a monthly time-step. Primary source: Vorosmarty et
al.(2000).
(I6) Water_reuse.asc
= ratio of flow-accumulated DIA/Q, representing the degree reuse of water
as it flows from upstream to downstream. Primary source: Vorosmarty et al.(2000).
(I7) wri-01.asc through
wri-12.asc = monthly ratios of flow-accumulated DIA/Q, representing the degree
reuse of water as it flows from upstream to downstream at a monthly time-step.
Primary source: Vorosmarty et al.(2000).
REFERENCES:
Döll,
P., Siebert, S. (2000): A digital global map of irrigated areas. ICID Journal,
49(2), 55-66.
Fekete, B. M., C. J. Vorosmarty, and R. B. Lammers. 2001.
Scaling gridded river networks for macroscale hydrology: Development, analysis
and control of error, Water Resources Research, 3 (77): 1955-1967.
Fekete, B. M., C. J. Vorosmarty, and W. Grabs. 2002. High-resolution
fields of global runoff combining river discharge and simulated water balances,
Global Biogeochemical Cycles, 16 (3): 15-1 to 15-10.
Shiklomanov, I., ed. 1996. Assessment of water resources
and water availability in the world: scientific and technical report, State
Hydrological Institute, St. Petersburg, Russia.
United Nations, 1997. Comprehensive Assessment of the Freshwater
Resources of the World (overview document). World Meteorological Organization,
Geneva, Switzerland.
Vorosmarty, C. J., P. Green, J. Salisbury and R. B. Lammers.
2000. Global water resources: vulnerability from climate change and population
growth, Science, 289: 284-288.
World Resources Institute
(WRI). 1998. World Resources: A Guide to the Global Environment 1998-99, Washington,
DC.
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