Models and Scenarios Used in the Studies.
Among the issues that humanity currently faces and will face in the future, the scarcity of water and the onset of large-scale events linked to it – such as the increasingly frequent periods of protracted drought and heavy flooding in different regions of the world – are undoubtedly some of the most pressing. Accordingly, these conditions will have to be considered in the modeling and analysis of water supply and demand in the coming years. As the distribution and growth of the world population runs parallel both to the increasing demand for water for different uses and the potential reduction of natural resources, these are important factors that hereafter will affect the availability of the liquid for human consumption.
Section 1, in describing the impact of climate change on the availability and distribution of water resources, analyzes this phenomenon under different models and scenarios of greenhouse gases emissions; section 2 refers to and documents the implications of water availability in different regions, taking into account the various production and development sectors; lastly, in section 3 we discuss some cases of adjustment policies implemented through the adaptive management approach (implemented in recent years in different parts of the world).
The first section of the present chapter yields some relevant results from the research that has been advanced at the Centro de Ciencias de la Atmósfera (CCA) [Center for Atmospheric Sciences] and the Programa de Investigación en Cambio Climático (PINCC) [Climate Change Research Program] of the Universidad Nacional Autónoma de México (UNAM) [National Autonomous University of Mexico], based on the modeling of climate change in different regions and covering various aspects, notably the situation of productive and development sectors vis-à-vis water resources.
The chapter provides, among other items, the findings derived from modeling the potential impact of climate change on the availability of water and the degree of pressure exerted on water resources in four hydrological-administrative regions of the Comisión Nacional del Agua (CNA) [National Commission of Water] in the Gulf of Mexico Basin, with the corresponding documentation. In depicting the vulnerability of water resources in the Guayalejo-Tamesí River Basin due to climate change, it highlights the effects of this phenomenon on irrigation districts (e.g., the downturn it has brought about in the supply/demand rate). The scenarios contemplate the coverage of demand, the supply requirements, and the unmet requests in the region. Likewise, the consequences of capturing rainwater for irrigation purposes in a pilot project based in San Miguel de Allende, Mexico, are discussed in the context of strategies for adapting to climate change.
The chapter in question also seeks to address important issues regarding the potential impact of climate change on the hydropower sector by focusing on the relationship of water supply/demand in the Sinú-Caribe River Basin in Colombia. In doing so, it analyzes briefly the eventuality that water resources embody a limiting factor in the course of time for different activities in the region, and provides at the end a series of observations that can help to plan and establish guidelines for the different production and development sectors.
Finally, the chapter points to the importance of adaptive schemes for the sustainable management of water resources under scenarios of high uncertainty and complexity. Moreover, by using several examples from the international realm on the adaptive management of water, this section shall show how the participatory-laden management of public policies, in conjunction with the measures referred to as "flexible," can effectively address several of the dilemmas as regards to water resources and the natural hazards that accompany climate change.
2. Models and scenarios of climate change
In order to observe the effects of climate change on hydric resources, it is necessary to work out future scenarios of those variables that become more relevant or influential as far as the availability of water is concerned, such as: temperature (T), precipitation (PCP), and evaporation (Ev), among others
Nowadays, there are several joint models (Atmosphere/Ocean General Circulation Model [AOGCM]) that are run under different scenarios of greenhouse gases emissions, which result in a wide range of future scenarios on a global and regional scale with respect to climate variables. This allows us to pose different projections whereby multiple analyses are facilitated and solid tools are generated for decision makers. At the same time, however, there appears a high degree of uncertainty and complexity – something that one must take into account when studying the impact of climate change on water availability, as the present chapter intends to do.
The afore mentioned studies are relying on some models and have considered different periods of analysis; this information is given in Table 1, which includes the approximate location of the projects. Table 2 briefly describes the patterns of the various scenarios that have been used.
3. Methodological aspects
In each one of these studies, the projections of climate change’s effects on the availability of hydric resources were estimated mainly by adjusting the averages for the mean temperature (meaT), the highest temperature (maxT), and precipitation (PCP) (base lines) taking into account the most representative weather stations that can be found within and/or close to the corresponding areas under scrutiny, while the projections about the anomalies to be ascribed to each region were provided by the program known as MAGICC/SCENGEN - v.5.3, and the outlets of the experiments carried out by the Canadian Institute for Climate Studies (CICS) for the models presented in Table 1.
For the analysis of hydric resources, each one of the projects had to use a different and, indeed, numerous series of variables and relations, namely the current availability (or natural offer) of water; evaporation; flow or expenses; the P/T (Precipitation/ Temperature) relationship or Lang Index (IL); the supply/demand relation; the projections made for hydric resources, for its demand, and for the population; the index of pressure on the resource, etc.
More details about the information on models, scenarios, tools, back-up software, and the methodologies used can be found in: (Sánchez-Torres., et al, 2011; Ospina-Noreña., et al, 2009a; Ospina-Noreña., et al, 2009b; Ospina-Noreña., et al, 2010; Ospina-Noreña., et al, 2011a; Ospina-Noreña., et al, 2011b).
Furthermore, for the information concerning greenhouse gases (GHG) emissions, global climate models or general circulation models (GCMs), programs known as climate scenario generators, and relevant conceptualizations of climate change, we refer to Wigley (1994), Wigley (2003), Hulme, et al (2000), Conde (2003); as for the examination of vulnerability and the effects on different sectors, see Gay (2000).
4.1. Trends and future scenarios
As for the regions on which the studies referred to in this chapter are concentrated, the climate change scenarios show a tendency to the rise of the mean temperature and the highest temperature in each case. Regarding precipitation, the projections indicate slight to substantial increases or decreases in a given region (Tables 3, 4, 5, 6), which implies a high degree of uncertainty in the results – something that will have to be assessed.
|“Impacts of Climate Change on the Hydric Regions of the Gulf of Mexico” (Ospina-Noreña., et al, 2010).||GFDLCM 2.0||X||X||X||X||17-23° N||89-99° W|
|“Vulnerability of Water Resources to Climate Change Scenarios. Impacts on the Irrigation Districts in the Guayalejo-Tamesí River Basin, Tamaulipas, Mexico” (Sánchez-Torres., et al, 2011).||GFDLCM 2.0||X||X||X||X||X||X||22º47’39”||98º42’58”|
|“Scenarios of Climate Change for Collecting Rainwater” (Advance of the work in progress by Ingenieros Sin Fronteras México, A.C., and the Instituto Tierra y Cal, A.C.).||MPIECH-5||X||X||X||X||21° N||101° W|
|“Examination of the Sinú-Caribe River Basin, Colombia” (Ospina, 2009, Ospina-Noreña., et al, 2009a, Ospina-Noreña., et al, 2009b, Ospina-Noreña., et al, 2011a, Ospina-Noreña., et al, 2011b).||CCSRNIES-A21||X||X||X||7-10° N||75-77° W|
|A1||It describes a future world with fast economic growth, a world population that attains its highest value by the midcentury to decrease subsequently, and the rapid dissemination of new, more efficient technologies. Some of the most important characteristics are a convergence between regions, the building-up of capacities together with the increase of cultural and social interactions, and the reduction of regional differences as far as income per inhabitant is concerned. It contemplates three groups that are different in their technological orientation: intensive utilization of fossil energy sources (A1FI), intensive utilization of non-fossil energy sources (A1T), or a well-balanced employment of all kinds of sources (A1B).|
|A2||It presupposes a very heterogeneous world whose distinguishing traits are self-sufficiency and the preservation of local identities, as well as the continuous growth of the world population. The economic development is basically oriented to the regions, whereas the economic growth per inhabitant and technological change are rather fragmentary and slower than in the case of other scenario families.|
|B1||It describes a world in convergence with a world population that reaches a maximum by the midpoint of the present century and decreases subsequently, as is the case in the evolutionary line A1; also, it presupposes sudden changes of the economic structures leading to an information and service economy, a decreasing utilization of materials, and the introduction of clean technologies whereby it becomes possible to profit efficiently from resources. Notably, its focus is on economic, social, and environmental sustainability.|
|B2||This scenario family presupposes a world in which local solutions to the need for economic, social, and environmental sustainability predominate; the population increases progressively at a slower pace than in A2, whereas economic growth occupies an intermediate position and technological change is less fast, though more diversified, than in the evolutionary lines B1 and A1. It is focused principally on the local and regional levels (this scenario has already been superseded).|
Although the estimates used in the projections of climate change’s effects on water resources availability for each one of the CNA’s hydrological-administrative regions (see, Attached Document I) and in the study on the collection of water were applied every five years, herein we will present only some relevant results regarding the periods mentioned in Table 1. Table 3 registers a slight increase in region XII (the Yucatán Peninsula) that was provided by model GFDLCM2.0 for scenarios A2 and B2, as well as small decreases for the rest of the regions, region IX (Northern Gulf) being the most affected, as it reaches a decrease of 10.8% in scenario A2 and 4.3% in scenario B2 for 2080. On the other hand, model MPIECH-5 for the A2 and B2 scenarios projects important reductions of precipitation in regions XII (-21.1% and -14.7% for scenarios A2 and B2, respectively, by 2080) and XI Frontera Sur (-26.4% and -18.5 for scenarios A2 and B2, respectively, by 2080), together with slightly minor diminutions in regions X (Central Gulf) and IX.
We can deduce from Table 4 that in the Guayalejo-Tamesí River Basin precipitation displays a tendency downwards, whereas temperature shows a tendency upwards, which in turn provokes a decrease in the P/T relationship or Lang Index (IL), used to determine the kind of year (very humid, humid, normal, dry or very dry); thus allowing the remark that for the period of 2010-2069 virtually no humid or very humid years are expected at the Guayalejo-Tamesí River Basin, the temperature sticking to normal and with trends towards dry and very dry days as time goes by. Again, though in this study the projections were undertaken year after year and for four emission scenarios (Sánchez-Torres., et al, 2011), the only findings that are presented correspond to scenarios A2 and B2 during the span of a decade and for the end of the periods reported in Table 1.
|Year/Mod||Region XII1||Region XI2|
|% changePrec||Change meaT (°C)||% changePrec||Change meaT (°C)||% changePrec||Change meaT (°C)||% changePrec||Change meaT (°C)|
|MPIECH-5 A2||MPIECH-5 B2||MPIECH-5 A2||MPIECH-5 B2|
|Region X3||Region IX4|
|MPIECH-5 A2||MPIECH-5 B2||MPIECH-5 A2||MPIECH-5 B2|
|meaT£||PCP€||P/T||% change*||meaT||PCP||P/T||% change*|
As is shown by the results of the study “Scenarios of Climate Change for Rainwater Collection” (prepared by Ingenieros Sin Fronteras México, A.C., and the Instituto Tierra y Cal, A.C, 2012), in the case of the A2 scenarios only one model, the GFDLCM21_A2, projects an increase in precipitation, that is, here 85.7% of the models analyzed indicate that a decrease in precipitation is highly likely; nevertheless, all the models are equally likely to occur. Therefore, our proposal is to generate the weighted average scenario, which takes into account the results of all the models and is meant to operate as a planning platform for the collection of rainwater or the availability of this resource, so as to avoid the most adverse effects. The two models that thoroughly undermine the objectives and aims of the project would be the CCCMA-31 and the CSIRO-30 (see Table 5).
As for the B2 scenarios, there are three (42.9%) where an increase is projected and four (57.1%) where a decrease in precipitation is foreseen; however, two of the three models that project an increase are almost insignificant, as can be observed in Table 5 – something that once again highlights the tendency toward a decrease in precipitation in the project’s study or influential area.
Regarding the research into the Sinú-Caribe River Basin in Colombia, the findings show a tendency to the rise in the highest temperature, and slight to substantial increases or decreases of the PCP, which leads to the reduction of water availability, the effects projected by model HadCM3 being the most adverse (see Table 6).
4.2. the effect of climate change on water availability and pressure degree in the Gulf of Mexico
Relying on the projections for precipitation and the mean temperature, the Lang Index was calculated for the four scenarios that were obtained from running the models GFDLCM2.0 and MPIECH-5 for each one of the Gulf of Mexico’s hydrological-administrative regions. Such index can be interpreted as one measuring the degree of aridity or humidity that predominates in the various regions. Starting from the P/T relationship’s current values that are shown in Table 3, we determined the percentage of rise or diminution of such relation (see Table 7) according to the different projections – an amount that in turn is assumed to represent an increase or decrease in the availability of hydric resources.
The findings presented in Table 7 (which follow the classification set in Table 8) allow us to establish a change in trend in the climate zones of each hydrological-administrative region, as is shown also in Table 9. For example, in region XII a humid zone of steppe and savannah (Hzss) would turn into an arid zone (Az), whereas in regions XI and X humid zones of sparse forest (Hzsf) would become humid zones of steppe and savannah (Hzss). These figures were obtained as projected by the model MPIECH-5 for scenarios A2 and B2.
|Change (%)||Change (mm)||Change|
|Change (mm)||Change (%)||Change (mm)||Change (%)||Change (mm)||Change (%)||Change (mm)||Change (%)||Change (mm)||Change (%)||Change (mm)||Change (mm)|
|Change through 2060€||-50.5||-15.3||-31.9||93.7||-22.7||-57.7||-87.7||-44.9|
|Change through 2060€||-19.0||7.8||-4.8||91.0||2.3||-24.5||-47.4||-11.5|
|Model/Variable||maxT.||PCP||Storage Vol.||Flow||Weighted Factor|
|Change °C||Change %||Changea %||%Change_TMVb||Change %|
|Referenced or Current|
|37.5 (°C)||2,212.0 (mm)||1,452.8 (MCM) - TMV: 1,630 (MCM)||340.3 m3/s (in the dam)|
527.7 m3/s (in all the basin)
|Year||Region IX||Region X|
|Region XI||Region XII|
|40≤ IL<60||Humid zone of steppe and savannah||Hzss|
|60≤ IL<100||Humid zone of sparse forest||Hzsf|
|100≤ IL<160||Humid zone of dense forest||Hzdf|
|Ila≥160||Hyperhumid zone of grassland and tundra||Hhzgt|
|Climate Condition||Region IX||Region X|
|Classification by the Year of 2080||Hzss *||Hzss *||Hzss *||Hzss *||Hzsf *||Hzsf *||Hzss||Hzss|
|Climate Condition||Region XI||Region XII|
|Classification by the Year of 2080||Hzsf *||Hzsf *||Hzss||Hzss||Hzss *||Hzss *||Az||Az|
As it can be observed, there is a general tendency to change from more humid climate zones to less humid climate zones in the different hydrological-administrative regions, and this could have transcendental implications regarding change in the natural vegetal coverage, with the consequent effects on the various extant biotic-physical elements, namely the floristic, fauna, and ecosystem structures, which might undergo relevant transformations. Likewise, in the future the predominating systems of agricultural production could be affected.
Moreover, we find that in region XII there could be a slight rise in water availability, as projected by model GFDLCM2.0 for scenarios A2 and B2. As for the other scenarios, they display significant reductions nonetheless, as time goes by in all the Gulf of Mexico’s regions. Such decreases exacerbate the existing conditions as regards the degree of pressure on hydric resources, especially when considerable increases in the extraction of and demand for the hydric resource are expected in the future (Ospina-Noreña., et al, 2010).
On the other hand, Table 10 presents the results obtained via models GFDLCM2.0 and MPIECH-5 with respect to the projections about the degree of pressure on hydric resources in the Gulf of Mexico’s hydrological-administrative regions. By looking at the results of model MPIECH-5, scenario A2, we can observe that in region XII the degree of pressure, which in 2010 was of 5.0%, would rise to 19.2% in 2030 and 24.3% in 2080. Such results presuppose that the demand for water projected for 2030 would remain the same until 2080 it goes without saying, the rise in the degree of pressure could be much higher than is reported in this study, and its final value will depend on whether the efficiency of hydraulic systems improves and the right policies are adopted concerning the sustainable management of hydric resources in the hydrological-administrative regions under scrutiny.
It is worth stressing that even though there might be slight increases in water availability, as projected by model GFDLCM2.0 for scenarios A2 and B2 in region XII (see Table 7), when considering the projections about the demand for water, the degree of pressure would go from 4.7% in 2010 to 17% by 2080 for the same scenarios. In each of the cases it is noticeable that region IX is the most affected, attaining a degree of pressure that would go from 29.2% by 2080, as projected by model MPIECH-5, scenario B2, to 32.2%, according to model GFDLCM20, scenario A2.
|Year/Mod||MPIECH-5, Scenario A2||MPIECH-5, Scenario B2|
|Region IX||Region X||Region XI||Region XII||Region IX||Region X||Region XI||Region XII|
|GFDLCM2.0, Scenario A2||GFDLCM2.0, Scenario B2|
|Region IX||Region X||Region XI||Region XII||Region IX||Region X||Region XI||Region XII|
The Attached Document II illustrates the evolution undergone by the degree of pressure for model MPIECH-5, scenario A2, in each one of the Gulf of Mexico’s regions, keeping in mind that in 2000 regions IX, X, XI, and XII showed a pressure degree of 21.4%, 3.8%, 1.2%, and 4.9%, respectively. For this model in particular, it is clear that in the year 2000 regions X, XI, and XII proved to have a scarce degree of pressure, whereas region IX presented a middle-strong degree of 21.4%. By 2030 the same regions (X, XI, and XII), according to the projections offered in Table 10, will approximately have a moderate degree of pressure of 19%, 14%, and 19%, respectively, and region IX will keep facing a middle-strong degree, equal to 29%. By 2080, regions X and XII will reach a middle-strong degree of pressure; region XI will continue to have a moderate degree, though reaching the upper limit (according to the ranges presented in the Attached Document II), and region IX will retain its category of middle-strong pressure, though it will come ever closer to the upper limit and could well enter the strong degree of pressure (>40%) after 2080.
4.3. The effect of climate change on the irrigation districts in the Guayalejo-Tamesí River Basin
If this study employed the software application known as WEAP (Water Evaluation and Planning), that was because it allows the user to make projections and simulations of the supply/demand relationship in the hydric resource and to undertake the respective analyses; thus, it becomes possible to determine the core facets of such relationship, such as: unmet demand, demand coverage, requirements of the offer, delivered supply, increased demand, and index of pressure on the resource, among others. In this way, it is feasible to generate the elements required for the well-ordered utilization and management of the basin’s hydric resources and to develop adaptive strategies vis-à-vis the potential climate changes (Sánchez-Torres., et al, 2011).
Once the projections for the climatic variables and the Lang Index (P/T) were set, we generated climate change scenarios by means of such relationship, thereby determining the type of year, which subsequently was applied in the WEAP model. In doing so, we couldn’t overlook that going from the index’s present condition to the lower limit would entail getting closer to drier zones each time, and vice versa when being closer to the upper limit (see Tables 4 and 8), so the following categories were established: reduction or increase of the current Lang Index (IL) up to 5%, normal year; reduction between 5.1 and 10%, dry year; reduction higher than 10%, very dry year; increase between 5.1 and 10%, humid year; increase higher than 10%, very humid year.
Table 11 shows the type of year projected every 10 years for the Guayalejo-Tamesí River Basin during the periods of 2010-2039 and 2040-2069, for models GFDLCM2.0 and MPIECH-5, for scenarios A2 and B2, respectively, taking into account the P/T relation and the aforementioned criteria.
Considering the conditions detailed in Table 11, and regardless of the fact that through the WEAP program it is possible to get a wide variety of results concerning the supply/demand relation of the hydric resource in one region, this chapter makes specific reference to the unmet demands for water in the irrigation districts inside the Guayalejo-Tamesí River Basin.
|meaT||PCP||P/T||% Change*||Type of Year||meaT||PCP||P/T||% Change*||Type of Year|
|meaT||PCP||P/T||% Change||Type of Year||meaT||PCP||P/T||% Change||Type of Year|
|2069||27.2||731.9||26.9||-18.6||Very dry||26.8||786.7||29.4||-11.0||Very dry|
Table 12 summarizes the results for the demand for water that has been unmet annually in the irrigation districts (ID) inside the Guayalejo-Tamesí River Basin; it is expressed in millions of m3 and measured every ten years for the period of 2010-2069.
|ID/Model of Climate Change||Year|
|ID Xicoténcatl 029|
|ID Río Frío|
|ID San Lorenzo|
|ID 002 Mante M. Izquierda|
|ID 002 Mante M. Derecha|
|ID 1 Las Ánimas|
|ID 2 Las Ánimas|
Based on these results, we can conclude that it is under the climate conditions obtained through model GFDLCM2.0-B2 where the coverage of the demand for water in the aforementioned river basin reaches the highest percentages; or, to put it differently, among the projected climate conditions to meet the demand for water in that basin, the least adverse correspond to those obtained by model GFDLCM2.0-B2. On the other hand, the most unfavorable projections about the same conditions correspond to model MPIECH-5-A2.
It is also noticeable that the most adverse conditions to meet that demand belong to the irrigation district Xicoténcatl 029; as a means to illustrate this, Figure 1 shows the projections on the unmet demand for the same district, according to the different models (million cubic meters [MCM] are used).
As this figure shows, scenario MPIECH-5-A2 presents the most unfavorable conditions and the fastest changes with regard to the unmet demand for water. On the other hand, scenarios B2 project less drastic changes with less immediate effects.
Given that model WEAP enables the user to incorporate a limitless series of scenarios within the calculus process, we decided to analyze several scenarios in which a number of changes are contemplated as adaptive measures to be possibly taken; the scenarios were:
Base scenario (BS): It deems it advisable to continue operating with the system of water rights and hydraulic infrastructure as it has been applied so far, overlooking any adaptive measure vis-à-vis climate change;
Irrigating-technification scenario (ITS): It values the gradual introduction of some kind of irrigating technification (by dripping, by aspersion, etc.) that leads to the optimization of the water volumes in concession for agricultural use;
Irrigating-technification scenario plus changing of the crops (ITS+CC): It entails the gradual introduction of irrigating technification plus a shift from having highly water-demanding crops to having moderate-demanding ones, such as Sorghum, Soy, Safflower or Grass species;
Irrigating-technification scenario plus a reduction of the cultivation areas (ITS+RCA): It poses the gradual introduction of the irrigating technification plus the gradual diminution of the cultivation areas to be irrigated.
Table 13 summarizes the results (expressed in percentages) concerning the average demand for water that is met monthly throughout the period in the irrigation districts, according to model MPIECH and scenario A2, and taking into account the adaptive measures that are proposed.
|002 Mante Margen Izquierda||51.9||79.3||81.3||80.4|
|002 Mante Margen Derecha||41.1||57.1||58.3||63.2|
|Unidad de Riego 1 Las Ánimas||87.6||91.0||91.0||91.0|
|Unidad de Riego 2 Las Ánimas||87.6||91.0||91.0||91.0|
It can be inferred from this information that the volumes of water in concession are higher than the natural offer of the hydric resource in the area under study. Such conclusion finds support in the fact that, even when the adaptive measures vis-à-vis climate change are considered, the levels of efficiency attained for the coverage of water demand keep being quite low indeed.
4.4. The effect of climate change on rainwater collection
As mentioned earlier, the two models that are most adverse for the main objective and purpose of capturing rainwater for irrigation would be the CCCMA-31 and the CSIRO-30, which can be observed in Figures 2 and 3, where the projections about precipitation according to different models and under scenarios A2 and B2 are presented.
Table 14 shows the findings of models CSIRO-30, CCCMA-31, UKHADGEM, and MPIECH-5 under scenarios A2, which are the most negative for rainwater collection; the periodicity is of 10 years, with stations December, January, February (DJF), March, April, May (MAM), June, July, August (JJA), September, October, November (SON); likewise, the weighted average scenario is proposed (Table 15).
|Change (%)||PCP (mm)£|
|Change (%)||PCP (mm)£|
|Change (%)||PCP (mm)£|
|Change (%)||PCP (mm)£|
|Weighted Average (WA)|
|Precipitation (mm)||Reduction (mm)£|
In this case the calculation of the weighted average was based on the station, according to the reduction attained by 2060; thus, for instance, for the DJF station the model that showed the highest reduction was the UKHADGEM-A2, so it was assigned the value of 4 (weighted factor), followed by models MPIECH-5-A2, CSIRO-30-A2, and CCCMA-31-A2, which were assigned the values of 3, 2, and 1, respectively. In this way, the weighted average scenario for the DJF station is built as follows:
WA(DJF) = (UKHADGEM-A2(DJF)*4 + MPIECH-5-A2(DFJ)*3 + CSIRO-30-A2(DFJ)*2 + CCCMA-31-A2(DJF)*1)/10
It is noticeable that in the calculus made for the weighted average the biggest reduction happens in summer (JJA), reaching a reduction of 19.6% as it goes from 295.6 mm (the current value) to 237.7 mm by 2060, i.e., 57.9 mm less in this station; by adding the reduction in all of the stations, we would get 72.0 mm, that is, 14.2% annually, which implies going from 505.6 mm at present to 433.6 mm by 2060.
After considering such amounts, it becomes manifest that there would have to be an annual reduction of 720 m3/ha or 7,200 m3 by 2060 in the project’s influential area which equaled 10 ha – a loss concentrated mainly in station JJA that would attain the value of 579 m3/ha, which would amount to a decrease in water availability of 5,790m3 or 5,790,000 lt in the project’s influential area.
In view of these results, it is recommended to put into effect and develop to a substantial degree programs of infrastructural design, integral management, and efficient use of hydric resources, together with the setting of appropriate calendars for irrigation that truly correspond to the species to be sown; the minimum and the maximum of available water, as well as the maximum reduction as projected by the climate change scenarios, must be taken into account. In other words, great attention should be paid to the results obtained in stations JJA and DJF, aside from assessing especially the scenario designated as the weighted average (Figure 4).
Table 16 provides the monthly results found with the models that project more extreme changes; these values can also bring support to the programs of infrastructural design, integral management, and efficient use of hydric resources.
|Change (%)||mm||Change (%)||mm||Change (%)||mm||Change (%)||mm|
We can observe in this table that the months with a higher percentage of reduction are, in descending order, April, August, October, and June, respectively, for model CCCMA-31, scenario A2, both for 2030 and 2060, whereas for model CSIRO-30 the months with a higher reduction are, in descending order, June, December, October, and February, respectively.
As the monthly results show, the decrease in annual precipitation could be of 40.7 mm (8.1%) by 2030, according to model CCCMA-31-A2, and 21.5mm (4.2%) according to model CSIRO-30-A2; by 2060 the decrease would be between 84.3 mm (16.7%) and 43.8 mm (8.7%) for models CCCMA-31-A2 and CSIRO-30-A2, respectively.
It is opportune to mention that obtaining monthly averages or totals makes no sense, as the distribution of precipitation doesn’t follow a homogeneous pattern, i.e., the increase or decrease of 100% in a month with scarce precipitation may be insignificant, whereas the increase or decrease of 10% in a month with abounding precipitation can prove to be quite meaningful; thus, for instance, an increase or decrease of 50% in February and June, according to the values of current precipitation presented in Table 16, would correspond to 3.1 mm and 57.45 mm, respectively, the first one of which may be taken it to be insignificant and the second as significant.
Due to the monthly analyses of the different models, it is highly likely that the uncertainty regarding the percentage of monthly variation in precipitation will grow, insofar as there will be few coincidences and a dearth of consistency as far as the deviations’ magnitude and direction are concerned; therefore, we can recommend too highly the utilization of the findings obtained through the analyses by station: Winter (DJF), Spring (MAM), Summer (JJA), and Autumn (SON) in the weighted average scenario, embodying as they do, worthy input for the task of planning all the aspects and analyzing all the variables required for the implementation of the project devoted to rainwater collection.
Aside from the changes in the average conditions, it is recommended to keep in mind the effects of extreme events, which seem to be steadily growing while their magnitude rises: such happenings may well foster avenues that run counter to the aims of the project, causing damage in the infrastructure’s solidity and endurance as well as in the cultivation areas.
4.5. the effect of climate change on hydroelectric generation and the supply/Demand relation in the Sinú-Caribe River Basin in Colombia
The climatic-hydrological projections presented in Table 6 for the Sinú-Caribe River Basin point to certain changes and adverse effects on the volume that the Urrá1 Dam keeps in storage and, of course, on the generation of electric energy (Table 17, Figure 5a), as well as on the supply/demand relation of the whole basin.
By looking at the values of the first column (changes concerning the reference scenario), it becomes clear that all the models and scenarios indicate there is a reduction in the generation of electric energy that goes from 0.7% to 35.2%, while in the second column (changes concerning the maximum generation capacity) all the scenarios, including the reference scenario, indicate decreases with a range of 15.4% to 45.5%. The diminution in the Sinú River’s flow contribution to the Urrá 1 Reservoir is not only directly linked to the generation of electric energy (Figure 5a) but also to the volume kept in storage by the dam (Figure 5b).
On the other hand, taking into account the demand for the hydric resource in the domestic, industrial (agricultural and livestock), and commercial realms in 28 sites located inside the basin, we find that currently the required offer (190.1 MCM) is approximately equivalent to the supply delivered at present. However, as time goes on, all the scenarios project supplies lower than the required offer: at the end of the period of 2039 the delivered supply is to be between 402.3-619.4 MCM, depending on the climate scenario under analysis, with the weighted average pointing to a supply of 563.3 MCM (Figure 6); in the meantime, the requested offer reaches a value of 636.1 MCM, which suggests a strong pressure on the system and underscores the necessity of putting the hydric resources in the basin in order and under a sensible management.
|Model/Variable||Electric Generation||Storage Vol.||Flow|
|Change₤ %||Change∞ %||Changea %||Change_TMVb %||Change %|
|Referenced or Current|
|0.0||-15.9||340.3 m3/s (in the dam)|
527.7 m3/s (in all the basin)
Although the demand (540.7 to 2039 MCM) lies below the delivered supply (563.3 MCM), it is worth noticing that the requests posed by each one of the sectors and the 28 points in demand are not met in 100%, inasmuch as such appeals do not include losses in the systems, the reutilization of water in the processes or the management in the different petitionary locations, so the required offer (631.1 MCM) is much higher, as can be observed in that figure.
In this scenario the annual reduction of the average flow in the basin, as related to the present one, would be of 18.8%, as Table 17 shows – note that for this calculation there are underlying scenarios which estimate reductions as high as 35%, aside from the fact that for its analysis it only contemplates the period of 2010-2039, the estimates for the period of 2040-2069 being more severe. Such reductions must be analyzed with great care, due to the implications they could have for the region in question, since reports from the Latin American Development Bank (Corporación Andina de Fomento [CAF, 2000] indicate that in past events of what is designated as “El Niño” (1997-1998) the reductions in the flow of River Sinú have gone up to 33%, thus carrying deeply adverse consequences such as great losses in the agricultural production and other economic sectors, an increase in the demand for water and energy, the costs of resources for consumers, etc.
5. Participatory and adaptive approaches for water management
The effects of climate change on water resources are expected to bring multiple impacts over various sectors, whose consequences would be difficult to prevent completely and therefore to manage effectively. Therefore, from a policy perspective, policymakers are interested in identifying how to increase the capacity of organization and society to integrate uncertainty and complexity of climate change adaptation cross-sectorally. Along with water modeling tools and scenario development, described earlier in this chapter, there are other approaches to the management of water resources in situations of high uncertainty, involving adaptation and participation.
5.1. Participatory water management
Participatory water management is the involvement of stakeholders, who would not normally be involved, in different aspects of the management of their water resources. There are many different participatory methods that can be applied to increase such involvement (see Hare., et al, 2006). The participation of a wide range of stakeholders in management activities has been seen as important for supporting the assessment of situations of high uncertainty, from a cross-sectoral, integrated perspective (Rotmans, 1998). It has been promoted as a way of achieving societal acceptance of water management decisions (Mostert, 2003) which is of importance in those increasing cases where enhancing the capacity of local authorities, stakeholders, and interested groups to adopt and support approaches for implementing climate change actions is vital. The latter is becoming a critical policy issue (Brown., et al, 2010).
Participation is also being promoted actively for supporting the development of useful models and scenarios (Rotmans, 1998, Pahl-Wostl, 2002, Haag, 2001) used in resource management – for the purposes of increasing their degree of sectoral integration, quality, their validity, acceptance and use. This approach is called participatory modelling (see Hare (2011)) for an overview of the field within the water management sector). Participation is in addition viewed by researchers and policy makers as a means of bridging the policy-science-interface gap, leading to the improved use of research products in the management sector (e.g., Borowski and Hare (2007)). Those advocating a purely model-based approach to supporting adaptation in water resources management should take note of the considerable policy-science interface obstacles that exist to the water-sector adopting and using models for decision-making (see Borowski and Hare (2007), Mysiak., et al (2008), Webler., et al (2011)).
In Europe, the promotion of participatory water management is primarily driven by academia (see for example Ridder., et al (2005)) and a very favourable institutional enabling environment created by the EU Water Framework Directive (2000/60/EC; WFD). Article 14 (see EU (2002)) of the latter, prescribes minimum obligatory levels of stakeholder participation in the development of surface water quality management plans throughout the member countries of the union. It also seeks to encourage quite high levels of participation. The levels of participation (see Mostert (2003)) range from low level participation involving simply informing stakeholders and consulting them on already designed plans, to actively involving them in planning and, at an even higher level, in decision-making. The WFD prescribes the first two and seeks to encourage the decision-makers to actively involve stakeholders in planning. Promoting participation in actual final decision-making is not considered by the WFD, and is not common in European water management.
The WFD and associated EU research projects developing experimental high-level participatory water management processes for it (e.g. EU FP7 NeWater project – (Moellenkamp., et al, 2010); EU FP7 AquaStress project – (Daniell., et al, 2010)) have provided a decade-long experiment in the potential uptake of participation as a serious tool of use in the water management sector. To date, the uptake of active forms of participation (i.e. going beyond informing and consulting stakeholders) has been poor outside of research-driven processes, despite the institutional enabling environment of the WFD, and despite the financial and human resources being provided by the EU through the research sector to support this uptake. The reasons for this are manifold (see, for example, the TRUST project – (Krywkow., et al, 2007)). As Hare (2011) reports, there is often a lack of personnel, skills and organizational capacities to implement such active and intensive levels of participation with multiple stakeholder groups. The statutory and reward incentives of water management also often work against managers risking their reputations and perhaps jobs on developing participatory processes that might get out of control or slow down implementation of vital infrastructure projects, in cases where funding is time-dependent (op. cit). Videira., et al (2006) also suggest that the low level of prescribed participation in the WFD itself restricts the incentives for water managers to go beyond what is prescribed – why risk your job etc., when higher levels are not prescribed? Finally, as Borowski and Hare (2007) identified in their research – stakeholders - practitioners, policymakers and decision-makers - often do not have the time to participate in what will normally be time-intensive processes. If the water managers are not inclined to adopt high levels of participatory processes outside a research project, and stakeholders may often not have enough time, active, high levels of participation within the water management sector remains an aspiration.
This remains a critical problem for approaches to managing uncertainty in the face of climate change, such as adaptive management (Mysiak., et al, 2010) and adaptive governance (Huitema., et al, 2009) in which active stakeholder participation is a central component. Fortunately, as Hare (2011) suggests, these approaches, when considered from the perspective of niches, also contain a potential solution to the dilemma, which allows both adaptation and participation to be taken up and implemented. This solution will be returned to at the end of the chapter. First it is important to discuss adaptive management and adaptive governance and their role in managing water resources in times of climate change.
5.2. Adaptive management and adaptive governance
Previous experiences using a participatory water management approach keep being very valuable when trying to mainstreaming climate change adaptation into water resources management. Mainstreaming climate change adaptation is understood as a process of cross-sectoral integration of policy through common policy-making on adaptation which facilitate changes in socio-economic systems and governance regimes, aiming at dealing with uncertainty and capturing the opportunities for synergistic results in terms of increased adaptive capacity and lower vulnerability. However, in order to be able to continually maintain the experience needed to cope with uncertainty and change, the integration of actions and policies for water management needs to increase its own adaptive capacity, too. Various experiences from the literature offer valuable examples on the way in which an adaptive approach has provided a systematic perspective that lead a management system to undertake the necessary adjustments in its structure, function, and performance under varying conditions (Knieper., et al, 2010, Pahl-Wostl., et al, 2010, Schlϋter., et al, 2010). Therefore, such a system is better able to deal with complexity and increasing uncertainty.
In a similar vein, Peña del Valle et al, (in submission) have argued that mainstreaming climate change adaptation could succeed in all sectors´ processes if the very practice of mainstreaming climate change adaptation is conceived and undertaken under an adaptive approach. Thus, according to the authors, the use of a conceptual framework based on knowledge from the fields of adaptive water resources management and adaptive governance can help to identify steps to increase the adaptive capacity of managerial and governance regimes. Such increases can be charted along a learning pathway composed of learning cycles, operationalised in terms of 1st, 2nd, and 3rd loop learning activities. These, impact on four specific types of capacities, which are central to a social system to adapt. These are: 1) capacities for multi-stakeholder involvement, 2) integrated analysis, 3) experimentation, and 4) flexible institutions.
Multi-stakeholders involvement: Bringing multi-stakeholders and organizations to work together is central in the process of mainstreaming climate change adaptation through a cross-sectoral perspective (Peña del Valle et al, in submission). By identifying common issues and material inter-linkages between each others’ sectors and, by sharing particular concerns and interest, stakeholders are more able to increase their awareness of other sector´s issues, along with their constrictions and potentials. This process, however, has to be supported by adequate institutions, which can undertake several adjustments in their practice definition, role´s assignment, as well as in their interactions and procedures. It is thought that such actions would result in moving from one decision-making authority to a broader involvement of different stakeholders into the formulation of flexible climate change adaptation policy.
Integrated information and analysis: The extent to which climate change adaptation can match its goals with other policy relevant areas, such as poverty, development, energy security, and health may depend on to what extent other sector’s processes and perspectives convey with those of strategic planning and administrative procedures. This requires building an integrated scheme of knowledge and shared information systems, which facilitates the identification of overlapping areas and gaps. Stakeholders can advance together in building up an comprehensive analysis that includes different perspectives, interests, and expected outcomes.
Continuous experimentation in policy-making: Building collective initiatives and common problem-solving solutions may not be sufficient for mainstreaming climate change adaptation all at once given the uncertainty associated with climate change processes. Therefore, it is also necessary to keep up a process of learning. This relates to the notions expressed by various authors, where systems undergo a process of continual reorganization in their goals and methods in order to keep creative, flexible and novel in their approach to problem-solving (Pahl-Wostl and Hare, 2004, Armitage., et al, 2008). In such a way, governance and managerial systems can evolve their knowledge on climate change adaptation, so that they can rapidly respond to a range of different situations and needs, but always linked to current socio-economic treats and vulnerabilities, at various levels.
Flexible institutions: A central outcome of a continuous learning process between stakeholders and organizations to address climate change adaptation is the development of customary institutions to the evolution of more open institutional schemes. This implies, for instance, that societies and organizations are more able to modify the sets of rules that regulate social behaviours, actions and motivations. As organization’s structures become more flexible, they are also more able to admit modifications on a regular basis; decision-making processes are more inclusive and diverse to accommodate uncertainty and continuous disturbance in problem-solving and decision-making practices. In such a way, mainstreaming climate change adaptation can be undertaken under an enabled environment, where processes of social-networking, multi-level governance, continuous feedback facilitate the delivery of useful policy recommendations to climate change adaptation in a timely and effective manner.
5.3. Learning cycles
Various authors have already shown the benefits of relying on social and societal learning process for improving adaptive water management and, for building adaptive capacity (Pahl-Wostl, 2009, Lebel., et al, 2010) in governance regimes to deal with uncertainty associated with climate change.
The use of learning loops to illustrate progressions in social learning processes has been developed in diverse areas (Armitage., et al, 2008). The single loop refers to a refinement of current methodological pathways and established practices; the double loop involves a redefinition of assumptions and strategies for institutional participation and shared benefits; in the triple loop there is a transformation of underlying values and common regulative and normative frameworks for thinking and action. Thus, it is expected that the evolution of the learning process in stages or learning-loops would help to identify the sort of capacities and processes that support moving a management regime through the different stages of learning and towards overcoming the barriers to mainstreaming.
As Peña del Valle et al (in submission) commented, multi-stakeholder involvement, a key capacity for adaptive management, can be seen as a key capacity for mainstreaming, since having this capacity facilitates the involvement of cross-sectoral policy makers in integrated policy development for adaptation. In a mainstreaming context therefore, the single loop learning activity for strengthening multi-stakeholder involvement would be to “bring together cross-sectoral policy makers to share their adaptation plans” at regular time intervals. There is no compunction for the policy makers to act upon what they learn at such meetings, but it can strengthen the level of multi-stakeholder involvement in planning, albeit indirectly, if what is learned by each policy maker about others’ plans is made use of in their own planning. The double loop learning activity, on the other hand, would “bring the policy makers together to create and identify common goals for adaptation planning”. The desired outcome would be a stronger multi-stakeholder involvement in the plans of each policy sector in terms of there now existing shared goals to be the used (voluntarily) as the basis of any planning. The triple loop learning activity, finally, would be for the policy makers to work together to agree on the “creation of new institutions prescribing how each policy sector shall work together to develop joint policy on adaptation”.
5.4. Participation and adaptation in support of each other
From the approaches developed above, participatory process of policy integration across sectors can facilitate changes in socio-economic systems and governance regimes. In the field of adaptive water management this would also imply to count with a handy approach to continuously dealing with uncertainty and capturing the opportunities for synergistic results in terms of increased adaptive capacity and lower vulnerability.
Adaptive management and governance can also provide an environment in which high levels of participation can be adopted by water managers to properly support them to manage water resources in the face of climate change uncertainty; but only if one gives up on the idea of placing participation at the heart of formal decision-making and planning, whose current institutions provide few incentives to the adopt active levels of participation. The way forward, as Hare (2011) suggests for participatory modelling, is shown by Moellenkamp., et al (2010) who observed that water managers were more willing to accept higher levels of stakeholder involvement if it took place in niches adjacent to the formal planning cycle (see above). Such an “adjacent” niche might manifest itself as a group of stakeholders who actively participate and collaborate in a series of workshops and other activities focused on developing new ideas for management, with the blessing of the decision-maker but with no formal attachment to the planning cycle (e.g. op cit). In this way the planning cycle stays insulated from the risks of failure associated with participation, and participation can thus be taken up by water managers in this controlled environment with little danger. Those niches, in which stakeholders can actively design and experiment with cutting edge management ideas, can then be connected to the learning cycle as part of an adaptive management process, and participation can support adaptation in return: As and when the formal planning process requires new ideas due to a perceived failure in planning, it can turn to the multi-stakeholder participatory process in the learning cycle niche which can then be used to power the type of reflection and adaptation needed for effective adaptive management and governance (see Figure 1, Hare (2011)). The case study in Moellenkamp., et al (2010) is a demonstration of the potential for such niches to impact on the policy cycle if they are set up properly.
6. Conclusions and recommendations
As the present chapter illustrates, the changes in magnitude and direction of the climate variables can be expressed in various ways according to the different regions of the world, which makes it necessary to provide models and regional as well as local climate scenarios.
In hydrological modeling it is required to produce a scale-reduced design of global replicas and regional copies, to practice studies and analyses at different levels (i.e., those related to regions, localities, and basins), and to undertake the analysis and management of uncertainty.
From what has been discussed here, it can be concluded that climate change will prove to have negative effects on water availability, which in turn will have deep consequences for different sectors, projects, and activities, among which are found not only irrigation, the generation of electricity, and the collection of rainwater (to which we have made reference in this chapter), but also many others (e.g., the economy and development domains). Therefore, it is indispensable to continue examining and analyzing the effects of climate change on hydrological resources and contributing sets of hydrological modeling.
Attached Document I
Attached Document II
The authors wish to thank Ingenieros Sin Fronteras México, A.C., and the Instituto Tierra y Cal, A.C., for allowing them to submit the preliminary findings of the project on Rainwater Collection they have been developing.
- Authors such as Wigley (1994), (Wigley2003), Hulme., et al (2000), Conde (2003) point out that there are simple climate models which incorporate the gamut of emissions scenarios to the studies of climate change. According to them, these models can simulate the response of global climate to changes in the concentrations of greenhouse gases (GHG) in terms of an increment in temperature and the rise of the sea level. One of them is the model for the evaluation of greenhouse gases effects that is designated as the Model for the Assessment of Greenhouse-Gas Induced Climate (MAGICC). However, for the results of MAGICC to be combined with the outlets of general circulation models (GCMs), it is necessary to use the climate scenario generator called SCENGEN (Regional Climate SCENarioGENerator).