Water model documentation
The water model of the International Futures (IFs) system forecasts water demand by sector (municipal, industrial, and agricultural) and supply by source (surface water, groundwater, non-renewable groundwater, desalinated water, and treated wastewater) for 186 countries to the year 2100. Water supply and demand are equilibrated using a shadow price index, which is determined using a proportional-integral-derivate (PID) controller. There are no “forward linkages” from the water model to the rest of the IFs system; however, user-controlled parameters allow water scarcity to impact agricultural yields.
Contents
Introduction
Dominant Relations
We model water demand as the sum of the water demand of three sectors—municipal, industrial, and agriculture. The data we use from AQUASTAT differentiates between these three sectors and many other water models that use these same sectors. AQUASTAT refers to these data series as “water withdrawal.” For our purposes, we consider water withdrawal to be equivalent to water demand.
Water supply is defined as the sum of five components: surface water withdrawal, renewable groundwater withdrawal, non-renewable (fossil) water withdrawal, desalinated water, and direct use of treated wastewater.
The size of a country’s urban population and water use per capita for the urban population drive municipal water demand. Water use per capita for the urban population is driven by GDP per capita (at purchasing power parity), the portion of the population with access to piped water, and the portion of the population that lives in urban areas. Non-renewable electricity generation capacity and the overall size of a country’s manufacturing sector drive industrial water demand. The area of land under irrigation drives agricultural water demand. The shadow price index impacts all three water demand sectors.
Surface and (renewable) groundwater withdrawals are driven by the shadow price index and constrained by their country-specific exploitable limits. Estimated stocks constrain fossil water withdrawals. The price index and an initial growth rate (which can be specified by user) drive desalinated water. Direct use of treated wastewater is driven by the price index and the volume of wastewater which is treated.
Total water demand and total water supply are used to adjust the price index. The water price index then impacts each sector of demand and most sources of supply the following year. This algorithmic logic keeps water demand and water supply in approximate equilibrium over time, even though it does not require exact equality in any time step.
Structure and Agent System
System/Subsystem |
Environment (e.g. CO2, water) |
---|---|
Organizing Structure |
Systemic Accounting |
Stocks |
Exploitable renewable water resources (surface and ground)
Total renewable water resources (surface and ground)
Non-renewable (fossil) water
Water price index |
Flows |
Water demand (municipal, industrial, agriculture)
Wastewater (produced, treated, treated and reused)
Desalinated water
Non-renewable (fossil) water withdrawal |
Key Aggregate Relationships (illustrative, not comprehensive) |
Water withdrawals as a portion of exploitable limit
Water price index |
Key Agent-Class Behavior Relationships (illustrative, not comprehensive) |
Governments and environmental policies regarding exploitable limits
Water demand and supply responses to scarcity (elasticities on sectors) |
Water Flow Charts
Water Overview
Water Demand Overview
Water Supply Overview
Forward linkages
Water Equations
Water Demand
Water demand is disaggregated into three sectors: agricultural, municipal, and industrial. Each of these three sectors have their own driving variables, mainly calculated in other sub-modules of the IFs model. Each of the equations for the three sectors of demand follow roughly the same structure – the first term in each of the equations is a level of water withdrawal intensity (water use per HA of irrigated land, municipal water use per capita, and water use per kWh of non-renewable electricity generation). This term is then multiplied by the overall size of the denominator in each of these intensity calculations (area of irrigated land, urban population, and non-renewable electricity generation).^{[1]}
Each sector of water demand is also impacted by changes in the water price index using a -0.1 elasticity (see section on water price index for details on those calculations).
- $ WATDEMAND_{r,municipal,t+1} = WATDEMAND_{r,municipal,t}* (1+(IncreaseInPrice_r * watdemandelas_{municipal})) $
- $ WATDEMAND_{r,industrial,t+1} = WATDEMAND_{r,industrial,t}* (1+(IncreaseInPrice_r * watdemandelas_{industrial})) $
- $ WATDEMAND_{r,agriculture,t+1} = WATDEMAND_{r,agriculture,t}* (1+(IncreaseInPrice_r * watdemandelas_{agricultural})) $
Agricultural water demand
Water use for irrigation can be estimated by the following equation:
- $ WATDEMAND_{r,agriculture}=waterperha_{r}*\frac{LANDIRAREAACTUAL_{r}}{1000000} $
Where WATDEMAND is agricultural water demand, waterperha is the water requirements per hectare of irrigated land (in cubic meters per hectare), and LANDIRAREAACTUAL is the area of irrigated land (in thousand hectares).
Forecasting irrigation water demand thus requires forecasting these four components.
Irrigated land
Irrigated land is a subset of land equipped for irrigation, which is a subset of irrigable land, which is a subset of cropland (see figure below).
The area of irrigated land is estimated using the following equation:- $ LANDIRAREAACTUAL_{r}=slandirareaactualpercent_{r}*LANDIRAREAEQUIP_{r}*\mathbf{landirareaactualm_{r}} $
Where LANDIRAREAACTUAL is the area of land irrigated, slandirareaactualpercent is the portion of land equipped for irrigation that is irrigated (sometimes called the ‘utilization intensity’), LANDIRAREAEQUIP is the area of land equipped for irrigation, and landirareaactualm is a parameter that allows the user to exogenously impact the area of irrigated land.
While the area of irrigated land (LANDIRAREAACTUAL) is the variable that directly impacts crop yield, most of dynamics in the irrigation projection come from the formulation for the area of land equipped for irrigation (LANDIRAREAEQUIP). We assume the utilization intensity to remain constant in each country over time, unless otherwise specified by the user.
According to the literature, the area of land equipped for irrigation is driven by sub-national factors (mostly biophysical), and national factors (socio-political and governance related) (Neumann et al., 2011; Wada et al., 2016). Wada et al. identify nine potential drivers for the area of land equipped for irrigation: availability of land and water; reliability of water supply and access to water; irrigation impact (achievable yield increase and/or stabilization of yields and reduced variability); agricultural demand; availability of land with rain-fed potential; existing current yield gaps in rain-fed and/or irrigated land; cost; profitability, economic means available and support policies to invest in irrigation; state food security and self-reliance policies (Wada et al., 2015).
Neumann et al., (2011) modelled global irrigation patterns using a multilevel approach, using driving variables at the grid level as well as the national level. At the national level, they identified the following variables as significant: corruption, government effectiveness, GDP, political stability, autocracy, democracy. Many of these variables are correlated, so the authors of that paper used the variables, “government_performance” and “government_type” in their final analysis.[2] At the grid level, Neumann et al. found the following variables to be significant: slope discharge; humidity; evaporation; evapotranspiration; population density; and access to markets.
Because the IFs system uses countries (or provinces in some cases) as the unit of analysis, we are unable to incorporate indicators at the grid level. To account for these grid-level indicators, we have incorporated data on the area of potentially irrigable land into our model. “Irrigation potential” is defined by AQUASTAT as
Area of land which is potentially irrigable. Country/regional studies assess this value according to different methods. For example, some consider only land resources, others consider land resources plus water availability, others include economical aspects in their assessments (such as distance and/or difference in elevation between the suitable land and the available water) or environmental aspects, etc. If available, this information is given in the individual country profiles. The figure includes the area already under agricultural water management.
Using this variable (irrigation potential) as the dependent variable, implicitly includes some of the constraining factors identified above in the analysis. For example, while we do not include land availability and the slope of the land as explicit driving variables, those factors limit the area of potentially irrigable land.
We project the area of land equipped for irrigation using three steps. First, we predict the portion of irrigable land which is irrigated using precipitation. Second, we use the historical growth rate of land equipped for irrigation to drive land equipped for irrigation. Third, we use food price and water price to adjust land equipped for irrigation. There is also an exogenous parameter that allows a user to directly change land equipped for irrigation (landirareaequipm).
First, we use precipitation to directly drive the portion of irrigable land which is irrigated:
Water requirement per unit of irrigated land (WRCI)
The water requirement per unit of irrigated land is the difference between total crop water requirements and the part supplied by precipitation. This is largely driven by the cropping intensity, or the ratio of harvested irrigated crop area over irrigated crop area^{[2]}^{[3]}Water use per unit of irrigated land in IFs is estimated using a linear regression between agricultural water withdrawals (dependent variable) and irrigated land (independent variable). The details of the regression are shown below.
The regression used to forecast agricultural water demand uses the following data:
SeriesLandIrAreaEquip
- Definition: Area equipped for irrigation: total (1000 ha)
- Source: AQUASTAT
- Units: 1000 ha
SeriesLandIrActual%Equip
- Definition: Area equipped for irrigation: actually irrigated, %
- Source: AQUASTAT
- Units: Percent
SeriesWaterWithdAgriculture
- Definition: Agricultural water withdrawal
- Source: AQUASTAT
- Units: Cubic Km
We use this regression to calculate the expected level of agricultural water demand (given land under irrigation) in the first year. This residual is then applied in every subsequent year as a multiplier.
Irrigation efficiency
The efficiency of irrigation can also change over time depending on the type of irrigation used and the technology behind it.
The model assumes that the efficiency of irrigation remains relatively constant over time for each country. We include a parameter on agricultural water demand however, that allows the user to adjust the efficiency of irrigation for countries, regions or the world.
Municipal water demand
Municipal (domestic) water demand is modelled in IFs by multiplying sectoral water intensity (municipal water demand per capita) by the size of the urban population. This is a similar formulation to other global water models like WaterGAP^{[4]}, H08^{[5]}^{[6]} and PCR-GLOBWB.^{[7]}
Per capita municipal water use increases as household incomes increase. As incomes increase, people adopt a more water-intensive lifestyle, which eventually saturates.^{[8]}^{[9]} The water sub-module of IFs uses GDP per capita and levels of access to piped water to forecast per capita municipal water use. To account for increased water use efficiency, the IFs model includes the percent of the population living in urban areas as an additional independent variable.
The dependent variable in the equation used to forecast municipal water demand is municipal water demand per capita:
- $ \frac{WATDEMAND_{municipal,r}}{POPURBAN} $
We multiply this term by the size of the urban population (forecasted elsewhere) to get total municipal water demand.
- $ WATDEMAND_{municipal,r} = \frac{WATDEMAND_{municipal,r}}{POPURBAN} * POPURBAN $
The independent variables for forecasting municipal water demand per capita are: GDP per capita (PPP); percent of the population living in urban areas; and the percentage of the population served with piped water.
Where municipal water demand per capita (WATDEMANDPC) is calculated using the following equation.
- $ \frac{WATDEMAND_{municipal,r}}{POPURBAN} = x_1(ln(GDPPCP_r)) + x_2(ln(WATSAFE_{piped,r})) - x_3(ln(UrbanPercentSmooth_r)) $
Where GDPPCP represents GDP per capita at purchasing power parity (PPP), WATSAFE represents the portion of the population with access to piped water and UrbanPercentSmooth represents the portion of the population living in urban areas but decreased for countries which are rapidly urbanizing. That is why there is a ‘smoothing’ of that variable for this equation. The coefficients of the first two independent variables (“$ x_1 $” and “$ x_2 $”) are positive—as when GDP per capita and access to piped water increase, water use per capita will also increase. The third coefficient “$ x_3 $” is negative because higher levels of urbanization are negatively correlated with water use per capita. All three of these independent variables are statistically significant at the global level.
While the portion of a country’s population living in urban areas is negatively correlated with water use per capita, the rate of urbanization is not necessarily negatively correlated with water use per capita. Countries with a large portion of their population living in urban areas might have water use efficiency infrastructure and policies in place, explaining the lower water use per capita. It takes time to put these water-conservation measures in place however.
For countries where the urbanization rate is greater than 1%:
- $ UrbanPercentSmooth_r = 1.01 * \frac{(92 - UrbanPercent_r)^.75}{92} $
This ensures that rapid urbanization does not lead to rapid water conservation. This is of particular concern for China, where IFs forecasts rapid urbanization over the next decades.
Municipal water use per capita (urban) increases in all income groups.Industrial water demand
Industrial water demand is calculated as the sum of water demand for thermo-electric power generation (cooling) and water demand for the manufacturing sector.
Thermo-electric power generation
To forecast water consumption for thermo-electric power generation, we multiply total non-renewable electricity generation (in kWh) by a calculated value of water consumption per kWh. Water use per kWh is calculated as a function of both water scarcity within a country and the GDP per capita of the country. The more water-scarce a country is, the lower the desired water use per kWh. The actual water use per kWh is determined by this desired value together with the GDP per capita (PPP) of the country.
Water scarcity is calculated as the total water supply divided by the country’s population. This water-scarcity figure is then linearly mapped onto the range of [0.4 – 2.0]. This is a reasonable range for water use per kWh in a country (in terms of liters per kWh).^{[10]}
GDP per capita (PPP) for each country is linearly mapped onto the range [0-1] to calculate an ‘AbilityToAffordEfficiency’ variable.
Actual water use per unit of power generation (liters/kWh) is then calculated as:
- $ ActualWaterUsePerkWh_r = 2 - (AbilityToAffordElecEfficiency_r * (2-DesiredWaterUsePerkWh_r)) $
This water use per kWh variable is then multiplied by non-renewable electricity generation to calculate total water consumption for electricity generation.
- $ IndustrialWaterDemandForElectricity_r = ActualWaterUsePerkWh_r * NonRenewablePowerGeneration_r $
Where NonRenewablePowerGeneration is calculated as:
$ INFRAELECPROD_r - ElecRenew $
Where ElecRenew’ is calculated as
- $ (ENP_{renew,r} + ENP_{hydro,r})* 1699.41 * 1000 $
Renewable energy production is forecast in terms of billion barrels oil equivalent so the model must convert to gigawatt hours and then to kWh before it is subtracted from INFRAELECPROD. Industrial water demand for electricity is thus a function of non-renewable electricity generation, water scarcity, and GDP per capita (PPP).
Manufacturing
Although we do not have data on water demand for the manufacturing sector, using the calculations above for industrial water demand for electricity generation, we can estimate the portion of industrial water demand that is required for the manufacturing sector:
- $ IndustrialWaterDemand_{manufacturing,r} = WATDEMAND_{industrial,r} - IndustrialWaterDemand_{electricity,r} $
Industrial water demand for manufacturing is calculated by using the annual growth rate in the size of the manufacturing sector, adjusted by an elasticity of 0.45.
- $ IndustrialWaterDemand_{manufacturing,r,t} = IndustrialWaterDemand_{manufacturing,r,t-1} * (\frac{VADD_{manufacturing,r,t}}{VADD_{manufacturing,r,t-1}})^{-.45} $
This elasticity figure (0.45) was calculated using country-specific elasticities between manufacturing value added growth rates and manufacturing water demand growth rates weighted by GDP:
- $ \frac{\sum_{r=1}^{All Countries}{\frac{log(ManufacturingWaterWithdrawalGR_r)}{log(ManufacturingValueAddedGR_r)}*GDP_r}}{GlobalGDP} $
Where ManufacturingWaterWithdrawalGR is the compound annual growth rate for industrial water demand for the manufacturing sector and ManufacturingValueAddedGR is the compound annual growth rate for value added from the manufacturing sector. We log both growth rates because the elasticity is calculated as an exponent rather than a multiplicative factor.
This new formulation means that industrial water use per unit of value added from the manufacturing sector decreases for all income groups.
Using the equations described above, we calculate an “expected” water demand for each sector for each country. Using data from the pre-processor we are able to calculate residuals—the difference between the expected water demand and the actual water demand. $ Residual_{r,s} = ExpectedWaterDemand_{r,s} - WATDEMAND_{r,s} $
These residuals do not change over time. We include efficiency parameters (waterefficiencym) on each of the water demand variables so that the user may decrease water demand in any sector.
Water demand is calculated the same way in all other years. We recalculate the expected level of water demand for each sector for each country using the driving variable, and then apply the residual. We also include the efficiency parameter multipliers in these calculations.
- $ WATDEMAND_{r,w} = (ExpectedWatDemand_{r,w} - Residual_{r,w}) * \mathbf{waterefficiencym_{r,s}} $
Water supply
To model water supply in IFs we use the sum of surface water withdrawals, renewable groundwater withdrawals, non-renewable (fossil) groundwater withdrawal, treated and directly reused wastewater, and desalinated water. Treated wastewater that is not directly reused is added to surface water yield. This constitutes secondary water.
Surface water and renewable groundwater
We use total renewable water resources as a constraint on exploitable renewable water resources (separated into surface water and groundwater) and exploitable renewable water resources as a constraint on water withdrawals. The diagram below shows the conceptual framework for forecasting surface water withdrawals. Withdrawals are driven by economic growth (GDP growth rate) and the water price index. Withdrawals are bound however, by the exploitable limit. Exploitable renewable surface water resources can increase due to “secondary water” – water that is treated but not directly reused. Exploitable surface water is bounded however, by the total renewable surface water.We take our data for total renewable water resources, exploitable water resources, and water withdrawals from AQUASTAT. AQUASTAT defines total renewable water resources (TRWR) as, “The sum of internal renewable water resources (IRWR) and external renewable water resources (TRWR). It corresponds to the maximum theoretical yearly amount of water available for a country at a given moment”.^{[11]}
We use WATRESTOTALRENEW as a limit on the increase in WATRESEXPLOITRENEW. Exploitable water resources are usually a portion of total resources. This is because exploitable resources consider several restrictions on the use of water resources. The AQUASTAT data handbook defines these restrictions in terms of technical-economic criteria, environmental criteria, and geopolitical criteria.^{[12]}
AQUASTAT defines exploitable water resources as, “Exploitable water resources (also called manageable water resources or water development potential) are considered to be available for development, taking into consideration factors such as: the economic and environmental feasibility of storing floodwater behind dams, extracting groundwater, the physical possibility of storing water that naturally flows out to the sea, and minimum flow requirements (navigation, environmental services, aquatic life, etc). Methods to assess exploitable water resources vary from country to country”.^{[13]}
Exploitable water resources do however include secondary water so it can sometimes exceed total renewable water resources. This is rare but an important factor to keep in mind when forecasting. Thus, when we use total renewable resources as a limit on exploitable resources, we must remember to subtract secondary water from exploitable water resources first.
Since total renewable water resources does not account for the overlap between surface water and groundwater, we must recalculate total renewable water resources by subtracting this overlap. We then recalculate total renewable surface water and total renewable groundwater using this adjusted total.
$ WATRESTOTALRENEW_{r,w} = \frac{WATRESTOTALRENEW_{r,w}}{WATRESTOTALRENEW(Overlap)}*WATRESTOTALRENEW(No Overlap) $
It is not possible, however, for exploitable water resources (excluding secondary water) to reach the TRWR limit. While exploitable water resources can increase, we assume that it cannot grow by more than 20%. We also assume that exploitable water resources cannot grow by more than .5% per year and that only one fortieth of remaining resources can be extracted in any year. Thus, the equation for exploitable water resources is:
$ WATRESEXPLOITRENEW_{r,w}= $ $ Min(WATRESEXPLOITRENEW_{t-1,w}*1.005,((\frac{MaxExploitRenew_w-WATRESEXPLOITRENEW_{t-1,w}}{40}))+WATRESEXPLOITRENEW_{t-1,w})) $
Where
$ MaxExploitRenew_{w,r}=\mathbf{iwatresexploitrenew_{w,r}}*1.2 $
iwatresexploitrenew is the exploitable renewable water resources in the first year. The subscript “w” represents that the variable is dimensioned in terms of surface and ground water. We also include a parameter, watresexploitrenewm on the total volume of exploitable water resources so that the user may increase or decrease this supply over time. After this growth rate is applied to exploitable surface water resources the secondary component is added to WATRESEXPLOITRENEW (surface). Secondary water is the total volume of treated wastewater that is not directly reused.
To forecast surface and groundwater withdrawals, we separate each country into one of two cases: countries where water withdrawals exceed the exploitable limit, and countries where water withdrawals do not exceed the exploitable limit. Surface water withdrawals and groundwater withdrawals are forecast separately. For example, a country can be overexploiting their surface water resources while groundwater withdrawals remain below the exploitable limit.
If surface water withdrawals are less than exploitable surface water resources, then surface water withdrawals are driven by a growth rate of 20 percent of the country’s latest GDP growth rate. This growth rate however cannot force surface water withdrawals to exceed one seventh of the remaining exploitable surface water (total exploitable surface water minus current surface water withdrawals).
The equation below describes the forecast equation for surface water withdrawals. It is calculated as the minimum of two terms: the previous year’s surface water withdrawals multiplied by 20 percent of the GDP growth rate of the country, and one seventh of the remaining exploitable potential plus the current level of withdrawal.
$ WATERWITHDRAWAL_{r,surface,t+1}= $ $ Min(WATERWITHDRAWAL_{r,surface,t}*1+0.2*IGDP_r),\frac{RemainingPotentialExploitable}{7}+WATERWITHDRAWAL_{r,surface,t}) $
In the second case, where surface water withdrawals exceed the exploitable surface water limit, they are forced to converge to the exploitable limit over a 50-year time horizon. This time horizon is a parameter in the model (waterrenewconverge) that can be adjusted by the user.
$ WATERWITHDRAWAL_{r,surface,t+1}= $ $ WATERWITHDRAWAL_{r,surface,t}-(\frac{WATERWITHDRAWAL_{r,surface,t}-WATRESEXPLOITRENEW_{r,surface}}{\mathbf{waterrenewconverge}_{r,surface}}) $
Where waterrenewconverge is the 50-year default convergence time.The exact same logic described above applies to groundwater withdrawals, and the parameter (waterrenewaconverge) is dimensioned by surface and groundwater. In the case of groundwater however, secondary water does not increase the exploitable limit – we assume treated wastewater that is not directly reused is released back into the system in the form of surface water.
If groundwater withdrawals are less than the exploitable limit:
$ WATERWITHDRAWAL_{r,ground,t+1}= $ $ Min(WATERWITHDRAWAL_{r,ground,t}*(1+0.2*IGDP_r),\frac{RemainingPotentialExploitable}{7}+WATERWITHDRAWAL_{r,ground,t}) $
If groundwater withdrawals exceed the exploitable limit:
$ WATERWITHDRAWAL_{r,ground,t+1}= $ $ WATERWITHDRAWAL_{r,ground,t}-\frac{WATERWITHDRAWAL_{r,ground,t}-WATRESEXPLOITRENEW_{r,ground}}{\mathbf{waterrenewconverge_{r,ground}}} $
Both surface and groundwater withdrawals are adjusted based on the change in the water price index. A 0.5 elasticity is applied to the change in the water price index, which is then applied to both surface water withdrawals and groundwater withdrawals. Again, however, neither is permitted to grow faster than one seventh of the remaining exploitable potential.
$ WATERWITHDRAWAL_{r,surface}= $ $ Min(WATERWITHDRAWAL_{r,surface}*(1+(IncreaseInPrice*0.05)), $$ {\frac{WATERWITHDRAWAL_{r,surface}-WATRESEXPLOITRENEW_{r,surface}}{7}})+WATERWITHDRAWAL_{r,surface} $
The same logic and elasticity is applied to groundwater:
$ WATERWITHDRAWAL_{r,ground}= $ $ Min(WATERWITHDRAWAL_{r,ground}*(1+(IncreaseInPrice*0.05)), $$ {\frac{WATERWITHDRAWAL_{r,ground}-WATRESEXPLOITRENEW_{r,ground}}{7}})+WATERWITHDRAWAL_{r,ground} $
Wastewater
WASTEWATERSUPPLY is a multidimensional variable in the IFs model. The three dimensions are Produced, Treated, and TreatedAndReused. Most of our data on wastewater comes from the Aquastat database so we use their conceptual framework to model and forecast wastewater.^{[14]} Total produced wastewater is forecast in IFs as a portion of total municipal water demand. This relies on the assumption that wastewater that is reused among sectors comes primarily from collected municipal wastewater. Wastewater that is reused within a sector (for example, reuse of industrial wastewater within the same industrial factory) does not increase the water supply but, rather, decreases water demand in that particular sector.
Since we take the most recent data for each of these series they often do not reconcile. For example, treated wastewater may exceed produced wastewater, which is impossible. If a country’s volume of treated wastewater exceeds their supply of produced wastewater we assume that they treat 95% of their produced wastewater.
If we do not have data for a country’s volume of produced wastewater, we estimate this value using their municipal water demand. If we do not have data on the volume of treated wastewater, we estimate this value using a portion of their produced wastewater. The portion of a country’s produced wastewater that is treated is driven by GDP per capita. If we do not have data on the portion of treated wastewater that is directly reused, we estimate this value using a global average of 66%. Parameters are in IFs on both the portion of wastewater that is treated and the portion of treated wastewater that is directly reused: wastewaterportiontreated and wastewaterportiontreatedreused.
A portion of treated wastewater is directly reused and a portion of treated wastewater is discharged directly back into the water system. This discharge is considered “secondary water” and is added to exploitable surface water resources. Likewise, a portion of non-treated wastewater is directly re-used, usually by the agricultural sector, and a portion is discharged. The portion of non-treated wastewater that is not directly re-used is not added to exploitable surface water resources however. We do not yet have forecasts in IFs for the amount of non-treated wastewater that is directly reused. This is something that needs to be added to the model as some countries, like Mexico, use a large volume of non-treated municipal wastewater to irrigate crops.
Wastewater that is treated but not directly reused is then added to exploitable surface water resources.
$ WATRESEXPLOITRENEW_{surface}= $$ WATRESEXPLOITRENEW_{surface}+WASTEWATERSUPPLY_{treated}-WASTEWATERSUPPLY_{TreatedAndReused} $
Wastewater supply is calculated for all years using the same regressions described above for all years. The residuals for each of the equations do not change. The only way to increase supply of wastewater is to adjust municipal demand (which will affect total wastewater produced) or to adjust the wastewaterportiontreated parameter. This parameter is initialized as 1 but can be adjusted by the user. If the user does not change this parameter, the portion of produced wastewater that is treated will be driven by GDP per capita. If the user changes this to a value between 0 and 1 then that is the portion of produced wastewater that is treated.
If wastewaterportiontreated != 1 Then
$ WASTEWATERSUPPLY_{treated,r}=WASTEWATER_{produced,r}*\mathbf{wastewaterportiontreated_r} $
Else
$ WASTEWATERSUPPLY_{treated,r}=WASTEWATERSUPPLY_{produced,r}*TF(GDPPCP_r) $
We use a log function of GDP per capita to forecast the portion of wastewater that is treated.
Treated wastewater is also affected by changes in the water price index, using a 0.5 elasticity. The equation below shows the water price index effect on treated wastewater. Treated wastewater is also bound by produced wastewater – a country cannot treat more wastewater than is produced.
$ WASTEWATERSUPPLY_{r,treated,t+1}= $$ Min(WASTEWATERSUPPLY_{r,produced},WASTEWATERSUPPLY_{r,treated,t}*(1+(IncreaseInPrice*0.05)) $
3.2.3 Non-renewable (fossil) water withdrawals
We take fossil water resources data from 3 sources: FAO, UNESCO, and a peer-reviewed journal article from IOPScience^{[15]}. The IOP article however, does not differentiate between renewable groundwater resources and fossil groundwater resources so we subtract renewable groundwater resources from total fossil water resources.
For some countries, we have data on fossil water withdrawals but not fossil water resources. This creates problems in the forecast since future water withdrawals are based on remaining fossil water resources. For these countries, we estimate that their total fossil water resources are 10 times their current fossil water withdrawals.
$ WATERRESFOSSIL = 10*WATERWITHDRAWAL_{fossil} $
We model fossil water in IFs using a stock and flow dynamic. Total fossil water resources are used as a stock and fossil water withdrawal is the flow. Fossil water withdrawals increase at a one percent growth rate. This increase is bounded by the total supply of fossil water remaining. A country cannot extract more than one seventh of their remaining fossil water resources in any year. This number is taken from current fossil water extraction rates. The highest rate of extraction globally, occurring in the Nubian Sandstone Aquifer, is about one seventh of remaining resources.^{[16]}
$ WATERWITHDRAWAL_{t+1,f}= $$ Min(WATERWITHDRAWAL_{t,f}*1.01,\frac{WATERRESFOSSIL}{7}) $
The subscript f represents fossil water.
3.2.4 Desalinated water
Desalinated water grows at an 8% growth rate, but this growth rate diminished over time. Desalinated water cannot decrease faster than 2% per year. Desalinated water increases based on an 8 percent growth rate (waterdesalinatedgr) which can be changed by the user. Growth in desalinated water is also adjusted based on the change in the water price index, using a 0.5 elasticity.
$ WATERDESALINATED_{r,t+1}= $ $ Min(WATERDESALINATED_{r,t}*(1+(IncreaseInPrice*0.05)),WASTERDESALINATED_{r,t}*(1+(\frac{\mathbf{waterdesalinated_r}}{100}))) $
Total water supply (WATERTOTALSUPPLY) is then calculated as the sum of these 5 water sources i.e. reused water, desalinated water, surface water, ground water, and fossil water.
$ WATERTOTALSUPPLY=WASTEWATER_{TreatedAndReused}+DESALINATEDWATER+ $ $ WATERWITHDRAWAL_{Surface}+WASTERWITHDRAWAL_{Ground}+WATERWITHDRAWAL_{FossilGround} $
Because of the way we define water supply, demand can exceed supply of water resources. This usually means that the country is over exploiting their resources. This means that the country is using more surface water then their available yield, or withdrawing groundwater faster than the recharge rate. There are currently 23 countries that are over exploiting their water resources on a national level. It should be noted however, that since we are only looking at the national scale, local over-exploitation is not captured. This is particularly relevant to China and India—countries where over-exploitation is known to occur but not captured in our analysis. The top 5 countries in terms of national water exploitation are: Turkmenistan, Singapore, Egypt, Uzbekistan, and Syria, respectively.^{[17]}
While we do not forecast water withdrawal by source (surface, ground, and fossil ground), we have the data in IFs. This will be useful to forecast in the future so that we can determine the type over-exploitation that is occurring in water scarce countries.
We pull in data on surface water withdrawal, groundwater withdrawal, and total water withdrawal from Aquastat. Since total water withdrawal is the sum of surface water withdrawal and groundwater withdrawal, we can estimate surface water withdrawal if we have total water withdrawal and groundwater withdrawal. Likewise, if we have total water withdrawal and groundwater withdrawal we can estimate surface water withdrawal. Since, however, Aquastat does not differentiate between renewable groundwater withdrawal and fossil groundwater withdrawal we must first subtract fossil water withdrawal from groundwater withdrawal using other data.
$ WATERWITHDRAWAL_{Ground}= $ $ WATERWITHDRAWAL_{Ground}-WATERWITHDRAWAL_{FossilGround} $
If we have data on total water withdrawals but not surface water withdrawals and groundwater withdrawals then we estimate using global averages. We assume that 67% of a country’s water withdrawals come from surface water and 33% come from groundwater. If we do not have data on total water withdrawals we assume that a country’s total water withdrawals are equivalent to their total water demand. We then use the same global averages to determine which portion of this demand is met by surface water and which portion is met by groundwater. We do not yet reconcile total water demand with total water withdrawals, though, theoretically, they should be equivalent.
Water price index
The water price index is initialized at 100 in the first year of the model and changes year-to-year as a function of differences between supply and demand, using a proportional-integral-derivative controller (PID controller). The PID controller uses two terms to adjust the water price index: the integral or absolute distance of the system from the target, and the derivative, the change in value of the system from the previous year. In this case, the integral term is the absolute difference between the demand to supply ratio and 1 (the demand supply ratio in the first year) and the derivative term is the change in the demand to supply ratio from the previous year.
The following equation describes the four terms that are used by the PID controller to calculate the price index adjustment: the first term is the absolute change in the demand-supply ratio (the integral), the second term is the change in the demand-supply ratio from the previous year (the derivative), the third term is the impact that the integral has on the price index (0.3 but adjustable by user), and the fourth term is the impact that the derivative has on the price index (0.6 but adjustable by user).
$ PriceAdjustment_r=PID(DemandSupplyRatio_{r,t}-1,(DemandSupplyRatio_{r,t}-DemandSupplyRatio_{r,t-1}), $ $ ImpactofIntegralOnPrice,ImpactOfDerivativeonPrice) $
The change in the price index is then used to adjust water demand for each sector and water supply from each source.
Forward linkages
The water model directly affects the agricultural model through irrigation – irrigated land is more productive in terms of yield than non-irrigated land. We calculate the effect of irrigation on yield in three steps. First, we calculate the area of irrigated land and the area of non-irrigated land in the first year. Second, we use the current year’s yield, the areas of land irrigated and not irrigated in the first year, and the assumption that irrigated land is 2.35 times more productive than non-irrigated land, to calculate irrigated yield and non-irrigated yield (Evans & Sadler, 2008)^{[18]}. Third, we use the current year’s area of irrigated land, and the two yields calculated in step 2, to calculate the current year’s yield.
The area of irrigated land and non-irrigated land is calculated in the first year using the following equation:
- $ IrrigatedCropland_{r,t=1}=LANDIRAREAACTUAL_{r,t=1} $
- $ NonIrrigatedCropland_{r,t=1} = (LD_{r,t=1} * 1000) - IrrigatedCropland_{r,t=1} $
We then calculate the yield of irrigated land and non-irrigated land. Yield is a function of many other variables from the agricultural model (see figure 4). The effect that irrigation has on yield described below occurs after all of the other yield calculations.
To calculate the yield of non-irrigated land we use the following equation. This equation relies on the assumption that irrigated land is 2.35 times more productive than non-irrigated land.
- $ NonIrrigatedYield_{r}=\frac{Ildc_{r}*1000*YL_{r}}{NonIrrigatedCropland_{r}+(2.35*IrrigatedCropland_{r})} $
Where NonIrrigatedYield is the yield (tons per hectare) of non-irrigated land, Ildc is total cropland, and YL is total yield. We then calculate irrigated yield as:
- $ IrrigatedYield_{r}=NonIrrigatedYield_{r}*2.35 $
Now that we have both irrigated yield and non-irrigated yield, we can calculate yield as the weighted average of irrigated yield and non-irrigated yield:
- $ YL_{r}=\frac{((slandirareaactual_{r}*IrrigatedYield_{r})+(NonIrrigatedCropland_{r}*NonIrrigatedYield_{r}))}{Ildc_{r}*1000} $
Legacy forward linkage
There is a switch (watertoyieldswitch) that can be set to 1, which allows water availability to directly impact agricultural yields.
- $ YL_{r}*(1+(\frac{(adjustedWaterPerHA-waterPerHA)}{waterPerHA}))^{waterToYieldElasticity} $
Where YL^{[19]} is agricultural yield, adjustedWaterPerHA is the agricultural water availability per HA of irrigated land after adjusting for the change in the price index, and waterPerHA is the agricultural water availability per HA of irrigated land before adjusting for the price index.
waterToYieldElasticity is set to 1.
This linkage was built before the connection from irrigation to yield was in place, but it is no longer necessary as water scarcity now affects yield through irrigation.
Next steps
- Incorporate changes in crop land in the forecast for irrigated land and non-irrigated land.
- Include direct use of non-treated wastewater.
- More explicitly differentiate between “consumption” and “withdrawals”. Most other water models differentiate between the two.^{[20]}
- Include “livestock” as a sub-sector of agricultural water demand.
- Refine elasticities on demand and supply from price.
- Refine elasticity between water price and irrigation.
References
- ↑ Industrial water demand is disaggregated into water use for electricity and the manufacturing sector. Manufacturing sector water demand follows a slightly different logic than the other sectors, see section below.
- ↑ Fischer, G., Tubiello, F. N., van Velthuizen, H., & Wiberg, D. A. (2007). Climate change impacts on irrigation water requirements: Effects of mitigation, 1990-2080. Technological Forecasting and Social Change, 74(7), 1083–1107. https://doi.org/10.1016/j.techfore.2006.05.021
- ↑ Fischer, G., Tubiello, F. N., van Velthuizen, H., & Wiberg, D. A. (2007). Climate change impacts on irrigation water requirements: Effects of mitigation, 1990-2080. Technological Forecasting and Social Change, 74(7), 1083–1107. https://doi.org/10.1016/j.techfore.2006.05.021
- ↑ Alcamo, J., DöLl, P., Henrichs, T., Kaspar, F., Lehner, B., RöSch, T., & Siebert, S. (2003). Development and testing of the WaterGAP 2 global model of water use and availability. Hydrological Sciences Journal, 48(3), 317–337. https://doi.org/10.1623/hysj.48.3.317.45290
- ↑ Hanasaki, N., Kanae, S., Oki, T., Masuda, K., Motoya, K., Shirakawa, N., … Tanaka, K. (2008). An integrated model for the assessment of global water resources–Part 2: Applications and assessments. Hydrology and Earth System Sciences, 12(4), 1027–1037.
- ↑ Shen, Y., Oki, T., Utsumi, N., Kanae, S., & Hanasaki, N. (2008). Projection of future world water resources under SRES scenarios: water withdrawal / Projection des ressources en eau mondiales futures selon les scénarios du RSSE: prélèvement d’eau. Hydrological Sciences Journal, 53(1), 11–33. https://doi.org/10.1623/hysj.53.1.11
- ↑ Wada, Y., Wisser, D., & Bierkens, M. F. P. (2014). Global modeling of withdrawal, allocation and consumptive use of surface water and groundwater resources. Earth System Dynamics, 5(1), 15–40. https://doi.org/10.5194/esd-5-15-2014
- ↑ Alcamo, J., DöLl, P., Henrichs, T., Kaspar, F., Lehner, B., RöSch, T., & Siebert, S. (2003). Development and testing of the WaterGAP 2 global model of water use and availability. Hydrological Sciences Journal, 48(3), 317–337. https://doi.org/10.1623/hysj.48.3.317.45290
- ↑ Alcamo, J., FlöRke, M., & MäRker, M. (2007). Future long-term changes in global water resources driven by socio-economic and climatic changes. Hydrological Sciences Journal, 52(2), 247–275. https://doi.org/10.1623/hysj.52.2.247
- ↑ National Renewable Energy Laboratory, NREL, Consumptive water use for U.S. power production, NREL/TP-550-33905. <http://www.nrel.gov/docs/fy04osti/33905.pdf>
- ↑ AQUASTAT database glossary <http://www.fao.org/nr/water/aquastat/data/glossary/search.html>
- ↑ Margat, Jean. Et al. Key water resources statistics in AQUASTAT, 2005. <http://doc.abhatoo.net.ma/doc/IMG/pdf/key_water_resources_statistics_in_aquastat.pdf> pg. 11
- ↑ AQUASTAT definition of 'irrigation potential' <http://www.fao.org/nr/water/aquastat/data/popups/itemDefn.html?id=4307>
- ↑ Aquastat Wastewater Conceptual Framework <http://www.fao.org/nr/water/aquastat/catalogues/Wastewater_Methodology_paper_20121130.pdf>
- ↑ MacDonald, A. M. Quantitative maps of groundwater resources in Africa. Environmental Research Letters.
- ↑ UNESCO Non-Renewable Groundwater Resources. 2006. < http://portalsostenibilidad.upc.edu/archivos/fichas/informes/aguassubterraneasnorenovables.guiagestion..pdf>
- ↑ Singapore imports water from Malaysia. Water imports are not yet captured in the model.
- ↑ Evans, R. G., & Sadler, E. J. (2008). Methods and technologies to improve efficiency of water use. Water Resources Research, 44(7). https://doi.org/10.1029/2007WR006200
- ↑ We actually use syl here, which is the variable YL from the previous year. This is because YL is not yet calculated and cannot be used at this point in the code.
- ↑ Wada, Y., Flörke, M., Hanasaki, N., Eisner, S., Fischer, G., Tramberend, S., … Wiberg, D. (2016). Modeling global water use for the 21st century: the Water Futures and Solutions (WFaS) initiative and its approaches. Geoscientific Model Development, 9(1), 175–222. https://doi.org/10.5194/gmd-9-175-2016