Climate Change Impact on Watershed Sustainability Index Assessment
Abstract
1. Introduction
- -
- AR6 is global in scope, while WSI is local and basin-specific. This integration makes global climate science applicable at the basin scale.
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- As AR6 uses standardised climate scenarios (RCPs), applying this to WSI makes future sustainability scores comparable across basins.
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- The implementation of AR6 strengthens the index’s policy relevance by creating a direct link between basin-scale management and international climate adaptation and sustainability commitments.
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- The integration of AR6 projections transforms the WSI from a retrospective tool into a proactive risk-signaling tool, enabling policymakers to identify and address sustainability challenges before they become acute.
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- Linking the WSI to AR6 transforms it from a descriptive, basin-specific tool into a forward-looking, risk-sensitive, and policy-relevant decision-support system.
2. Methodology
- i.
- Climate change: The WSI was linked to key climate change discontinuities highlighted in the IPCC 6th Assessment Report [1].
- ii.
- Study periods: To assess the impact of climate change on the selected subindices, the WSI needs to be implemented over two consecutive periods rather than a single period. The difference between the baseline WSI and the near-future WSIs (using the RCP4.5 and RCP8.5 scenarios) can be assessed to determine the sensitivity of the basin to climate change. It can be used to analyse the modification of responses to ensure that WSI levels are maintained or improved. Furthermore, the actions policymakers can formulate to maintain watershed sustainability conditions can be determined.
- iii.
- Water quality parameter: The BOD5 water quality parameter considered in the WSI calculation can be replaced by other meaningful water quality parameters for the basin [8]. Since agricultural production is a significant source of pollution in the studied basin, the Total Nitrogen (TN) and Total Phosphorus (TP) parameters were used in assessing water quality.
- iv.
- The proposed WSI approach includes numerical and non-numerical data, as in the classical WSI approach. Numerical data can be obtained by modelling, projection, remote sensing, satellite data, official reports, or statistical data. To evaluate the data based on interpretation and assign scores, studies, implementations, the scope of implementations, and the strength of the implementer, as well as reports, strategic plans, action plans, and projects carried out in the basin, need to be analyzed. The resolution, uncertainty, and validation method of the data used in this study are provided in the Appendix A at the end of the study.
- v.
- Vulnerability to the impacts of climate change is expected to intensify in various sectors (especially in agriculture, energy, and industry) [1]. For example, new challenges can arise in renewable energy generation; changes in water inputs to hydroelectric power plants may occur, decreasing water availability and increasing water temperatures may affect the cooling of thermoelectric power plants.
- vi.
- Increased wildfires, environmental pollution, and the invasion of the seas by harmful species could negatively affect tourism. Weather patterns affect vegetation cover, influencing soil erosion and triggering land degradation. This can lead to reduced soil fertility, reduced water quality, degradation of aquatic ecosystems, increased eutrophication, and damage to infrastructure. In addition, deterioration in land conditions, water availability, and quality can also affect livestock activities. The increasing demand for food with a growing population can lead to higher agricultural water use. In areas with intensive agricultural activities, subsistence farmers are more likely to be exposed to water-related stress and have a lower adaptive capacity, thereby posing a high risk of food insecurity [1].
- vii.
- Climate change has significant impacts on the economy and thus on the quality of life [25,26]. The impact of the climate crisis on economically valuable crops for the region can increase regional economic risks. It is predicted that the negative impacts of climate change on water resources will reduce gross domestic product (GDP) in various sectors of the economy, and economic losses will be higher in low- and middle-income countries [1]. Furthermore, climate change can seriously impact employment, since the most critical sectors that provide employment, such as agriculture and tourism, are affected by climate change [1].
3. Case Study
3.1. Study Area
3.2. WSI Assessment
3.2.1. Hydrology Indicator for 2016–2020 Period (Baseline Condition)
3.2.2. Hydrology Indicator for 2021–2030 Period (Future Conditions)
3.2.3. Environment Indicator for 2016–2020 Period (Baseline Condition)
3.2.4. Environment Indicator for 2021–2030 Period (Future Conditions)
3.2.5. Life Indicator for 2016–2020 Period (Baseline Condition)
3.2.6. Life Indicator for 2021–2030 Period (Future Conditions)
3.2.7. Policy Indicator for 2016–2020 Period (Baseline Condition)
3.2.8. Policy Indicator for 2021–2030 Period (Future Conditions)
4. Overall Watershed Sustainability
- Hydrology: Decrease in the amount of water per capita, changes in precipitation patterns, decrease in streamflow, and increase in pollution in water resources.
- Environment: Increased pressure on agricultural areas and natural vegetation, and drought pressures.
- Life: Decline in social welfare and quality of life, risk of tourism and industrial sectors being affected by drought events, and risk of wildfires.
- Policy: The development of mitigation and adaptation policies for climate change and the preparation of necessary projects have positively affected the WSI calculation in terms of policy parameters. However, raising awareness of climate change, developing participatory water resources, and enhancing inter-institutional cooperation are of critical importance for the basin.
5. Discussion
6. Conclusions
Author Contributions
Funding
Data Availability Statement
Acknowledgments
Conflicts of Interest
Appendix A
Dataset | Source | Resolution (Temporal/Spatial) | Uncertainty | Validation Method |
Average surface runoff (Baseline) | [28,32,39] | Long-term, river scale | Measurement period and station information uncertainty | Official validation based on data from the General Directorate of State Hydraulic Works (DSI) |
Average surface runoff (RCP4.5 & RCP8.5) | [17] | Monthly, basin scale | Nash–Sutcliffe Efficiency (NSE) = 0.77 | Calibration with monthly flow observation data |
TN and TP | [17] | Monthly, basin scale | NSE = 0.4 | Calibration with monthly TP data |
GW withdrawal/recharge ratio | [23] | Annual groundwater volume | Unregistered wells, meter accuracy, spatial heterogeneity | DSI measurement/allocation records, observation well trends |
Sediment Yield | [43] | Monthly, basin scale | NSE = 0.7 | Calibration with monthly Total Suspended Solids (TSS) data |
Land use | [53,54] | 2012&2018, 100 m raster resolution | approximately 85% | Satellite data-based visual interpretation, ground verification using satellite images with reference points taken from the field |
Olive habitat areas (agricultural area) | [57] | Past and future period (1960–2070), Turkiye-wide. | Area Under the ROC Curve (AUC) = 0.925 (model performance = very good) | MaxEnt model training and validation using Global Biodiversity Information Facility (GBIF) data. GBIF Occurrence Download. Available online: https://doi.org/10.15468/dl.aujjnw (accessed on 11 September 2024). |
Protected areas | [55,56] | Static status data, provincial scale | Boundary changes, spatial sensitivity | Verification of data from the General Directorate of Nature Conservation and National Parks and the Balıkesir Provincial Directorate of Culture and Tourism against national GIS data |
HDI, HDI-income, HDI-education | [61,62] | Annual, regional | Measurement uncertainty, estimation methods, spatial generalisation | Compliance with the United Nations Development Programme (UNDP) methodology, calibration with data from national statistical agencies (TUIK) |
Hydrological drought (PHDI) | [24] | Annual, basin scale | Station data density and spatial generalisation | It is prepared based on long-term climate data from the General Directorate of Meteorology (MGM) and hydrological observations from the State Hydraulic Works (DSI). |
Agricultural drought (VCI) | [24] | Annual, basin scale | Atmospheric limitations of satellite data, classification error | VCI calculated using satellite data; corporate methodology compliant with the EU Water Framework Directive and international standards |
Wildfire | [63] | Annual, district scale | The possibility of small wildfires going unreported, uncertainty regarding the area measurement method | Cross-checking with the official records of the General Directorate of Forestry and the Disaster and Emergency Management Presidency (AFAD) |
Precipitation data (RCP4.5 and RCP8.5) | [47] | Daily, 10 km (regional downscaled resolution, by using RegCM4.4) | Low-resolution global climate model (MPI-ESM-MR), RegCM parameterisation | In situ comparison, univariate quantile mapping bias correction |
Precipitation data (long-term) | [36] | Daily, station-based | Spatial distribution of stations, missing data, measurement errors | MGM official meteorological observation network |
Flood (number of affected properties, etc.) | [51] | Static scenario-based, basin-scale | Hydrological model parameters, cadastral data currency, categorical risk classification such as very low, low, medium | DSI official modelling, GIS-based overlay of potentially affected properties |
Flood (historical data) | [45] | Annual, district scale | Underreporting | AFAD official disaster records |
Vulnerability of the Tourism and Industrial Sectors to Drought Events | [24] | Long-term, sub-regional scale | Statistical limits of TUIK data, categorical classification such as low, medium, high | Institutional accuracy with statistics from TUIK, the Ministry of Culture and Tourism, the Ministry of Industry and Technology, etc., matching with MGM/DSI drought indices |
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Feature | Classic WSI Adaptations | WSI Associated with AR6 (This Study) |
---|---|---|
Focus dimensions | Hydrology-quantity (water availability per capita (Wa), water efficiency), hydrology-quality (water quality), environment (Environmental Pressure Index (EPI), natural vegetation cover, protected areas), life (human development index (HDI, HDI -income)), policy (HDI-education, integrated water resources management (IWRM)) | Hydrology-quantity (Wa, water efficiency, precipitation-flow patterns, groundwater storage), hydrology-quality (water quality, sediment yield, flood events, flow pattern), environment (EPI, natural vegetation cover, protected areas, hydrological and agricultural drought, flood events), life (HDI, HDI-income, sectoral impacts, changes in energy production, wildfires), policy (HDI-education, IWRM, climate change awareness, participatory water resources management, inter-institutional cooperation and coordinated actions) |
Time horizon | Assessment of past or current conditions. Reactive reporting. | AR6-compliant, forward-looking projections. Proactive planning and adaptation. |
Climate integration | Limited. Direct climate change projections are not used; indirect or qualitative references to climate variability are. | High. Including AR6 refractions such as precipitation- flow patterns, drought, floods, and energy production. The effects of climate change could be assessed directly and quantitatively. |
Methodological strength | Basic, deterministic. | More complex. Indicators supported by climate change refraction. |
Policy relevance | It provides a basic indicator for decision-makers. | It provides direct input on climate change risks and adaptation strategies for policymakers. |
Decision-support value | It provides general information about watershed sustainability. | It provides forward-looking strategic guidance to decision-makers under climate change scenarios. It supports climate-resilient watershed management. |
Indicator | Pressure | Criteria | Level | Score | |
---|---|---|---|---|---|
Hydrology-Quantity | Main parameter | Variation in the basin’s per capita water availability during the studied period, relative to the long-term average (m3/person/year) [8] | The amount of water per capita in the basin is determined for the long term and for the study period, and the change (%) is calculated. | Δ1 < −20% | 0.00 |
−20% < Δ1 < −10% | 0.25 | ||||
−10% < Δ1 < 0% | 0.50 | ||||
0 < Δ1 < +10% | 0.75 | ||||
Δ1 > +10% | 1.00 | ||||
Supporting parameters | Change in precipitation patterns (see Sections 4.4.1.1 and 4.6.1 of [1]) | The annual mean precipitation pattern in the basin during the study period is compared with the long-term mean precipitation. | 100% < |Δ| | 0.00 | |
80% < |Δ| < 100% | 0.25 | ||||
40% < |Δ| < 80% | 0.50 | ||||
20% < |Δ| < 40% | 0.75 | ||||
|Δ| < 20% | 1.00 | ||||
Change in streamflow patterns (see Sections 4.4.3 and 4.6.1 of [1]) | The change in streamflow patterns in the basin during the study period compared to the long-term average can be examined. | 100% < |Δ| | 0.00 | ||
75% < |Δ| < 100% | 0.25 | ||||
25% < |Δ| < 75% | 0.50 | ||||
8% < |Δ| < 25% | 0.75 | ||||
|Δ| < 8% | 1.00 | ||||
Change in groundwater storage (see Sections 4.4.6 and 4.6.1 of [1]) | The groundwater withdrawal/recharge ratio changes are analysed. The score is assigned from 0.00 to 1.00, ranging from very high pressure to very low pressure. | Δ > 80% | 0.00 | ||
60% < Δ < 80% | 0.25 | ||||
40% < Δ < 60% | 0.50 | ||||
20% < Δ < 40% | 0.75 | ||||
Δ < 20% | 1.00 | ||||
Hydrology-Quality | Main parameter | Variation in the basin water quality in the period studied, relative to the long-term average (see Section 4.4.7 of [1] and in [8]) | Water quality parameters can be selected based on the characteristics of the basin. The average value of the water quality parameter is determined for the long term and for the study period, and the change (%) is calculated. | Δ2 > 20% | 0.00 |
20% > Δ2 > 10% | 0.25 | ||||
0 < Δ2 < 10% | 0.50 | ||||
−10% < Δ2 < 0% | 0.75 | ||||
Δ2 < −10% | 1.00 | ||||
Supporting parameters | Change in the mean annual sediment yield (kg/ha/yr) (see Sections 4.4.8 and 4.6.1 of [1]) | Mean annual sediment yield (kg/ha/yr) value is determined for the long term and for the study period, and the change (%) is calculated. | 100% < |Δ| | 0.00 | |
70% < |Δ| < 100% | 0.25 | ||||
20% < |Δ| < 70% | 0.50 | ||||
10% < |Δ| < 20% | 0.75 | ||||
|Δ| < 10% | 1.00 | ||||
Variation in streamflow patterns (see Sections 4.4.3 and 4.6.1 of [1]) | The average flow in the period analysed is compared with the long-term average flow data. The score is assigned according to the amount of variation. | 100% < |Δ| | 0.00 | ||
75% < |Δ| < 100% | 0.25 | ||||
25% < |Δ| < 75% | 0.50 | ||||
8% < |Δ| < 25% | 0.75 | ||||
|Δ| < 8% | 1.00 | ||||
Changes in the frequency of flood events (see Sections 4.4.4 and 4.6.1 of [1]) | The score is assigned based on changes in the frequency of flood events or the intensity of their impact. As the number of events increases, the pressure increases. | Event num. ≥ 6 | 0.00 | ||
4 < event num. < 6 | 0.25 | ||||
2 < event num. ≤ 4 | 0.50 | ||||
0 < event num. ≤ 2 | 0.75 | ||||
Event num. = 0 | 1.00 | ||||
Environment | Main parameter | Basin Environmental Pressure Index (EPI) (rural and urban) in the period studied [8] | The change in the basin agricultural areas and the change in the basin population in the study period are determined. The average change in the basin agricultural areas and population is calculated (EPI = (% change of the basin agricultural areas + % change of the basin population)/2). | EPI > 20% | 0.00 |
10% < EPI < 20% | 0.25 | ||||
5% < EPI < 10% | 0.50 | ||||
0% < EPI < 5% | 0.75 | ||||
EPI < 0% | 1.00 | ||||
Supporting parameters | Changes in the frequency and severity of hydrological drought events (see Sections 4.4.5 and 4.6.1 of [1]) | An appropriate hydrological drought index for the basin, such as the Palmer Hydrological Drought Severity Index (PHDI), can be used for the assessment, whose input data are precipitation, temperature, and soil water holding capacity. The score is assigned based on the change amount, from 0.00 to 1.00, ranging from very high change to very low change. | Δ > 80% | 0.00 | |
60% < Δ < 80% | 0.25 | ||||
40% < Δ < 60% | 0.50 | ||||
10% < Δ < 40% | 0.75 | ||||
Δ < 10% | 1.00 | ||||
Changes in the frequency of agricultural drought events in the basin during the studied period (see Sections 4.4.5 and 4.6.1 of [1]) | An agricultural drought index, such as the Vegetation Condition Index (VCI), whose input is satellite data, can be used in the assessment. The score is assigned based on the change amount, from 0.00 to 1.00, ranging from very high change to very low change. | Δ > 80% | 0.00 | ||
60% < Δ < 80% | 0.25 | ||||
40% < Δ < 60% | 0.50 | ||||
20% < Δ < 40% | 0.75 | ||||
Δ < 20% | 1.00 | ||||
Changes in the frequency of flood events (see Sections 4.4.4 and 4.6.1 of [1]) | The score is assigned based on changes in the frequency of flood events or the intensity of their impact. As the number of events increases, the pressure increases. | Event num. ≥ 6 | 0.00 | ||
4 < event num. < 6 | 0.25 | ||||
2 < event num. ≤ 4 | 0.50 | ||||
0 < event num. ≤ 2 | 0.75 | ||||
Event num. = 0 | 1.00 | ||||
Life | Main parameter | Variation in the basin per capita HDI-Income in the period studied, relative to the previous period [8] | The average value of the HDI-Income parameter is determined for the long term and for the study period, and the change (%) is calculated. | Δ < −20% | 0.00 |
−20% < Δ < −10% | 0.25 | ||||
−10% < Δ < 0% | 0.50 | ||||
0 < Δ < +10% | 0.75 | ||||
Δ > +10% | 1.00 | ||||
Supporting parameters | Change in the vulnerability of the tourism sector to drought events (to assess the impact of drought events on the economy) (see Section 4.2.7 of [1]) | Changes in the region’s ‘sensitivity of tourism activities to drought’ and changes in meteorological and hydrological drought can be evaluated together. The score is assigned based on the change amount, from 0.00 to 1.00, ranging from very high change to very low change. | Δ > 80% | 0.00 | |
60% < Δ < 80% | 0.25 | ||||
40% < Δ < 60% | 0.50 | ||||
20% < Δ < 40% | 0.75 | ||||
Δ < 20% | 1.00 | ||||
Change in the vulnerability of the industrial sector to drought events (to assess the impacts of drought events on the economy) (see Sections 4.5.2 and 4.5.6 of [1]) | Changes in ‘industrial water consumption’, ‘number of workers employed’, and ‘export values’ can be assessed. The score is assigned based on the change amount, from 0.00 to 1.00, ranging from very high change to very low change. | Δ > 80% | 0.00 | ||
60% < Δ < 80% | 0.25 | ||||
40% < Δ < 60% | 0.50 | ||||
20% < Δ < 40% | 0.75 | ||||
Δ < 20% | 1.00 | ||||
Change in hydroelectricity generation due to changes in river flow (see Sections 4.5.2 and 4.6.1 of [1]) | Changes in ‘water consumption for the energy sector’ and ‘installed power value of the energy sector’ during the study period can be compared with the long-term. The score is assigned based on the change amount, from 0.00 to 1.00, ranging from very high change to very low change. | Δ > 80% | 0.00 | ||
60% < Δ < 80% | 0.25 | ||||
40% < Δ < 60% | 0.50 | ||||
20% < Δ < 40% | 0.75 | ||||
Δ < 20% | 1.00 | ||||
Changes in the frequency of wildfire events in the basin (see Section 4.2.5 of [1]) | The score is assigned based on changes in the frequency of wildfire events or the intensity of their impact. As the number of events increases, the pressure increases. The score is assigned based on the change amount, from 0.00 to 1.00, ranging from very high pressure to very low pressure. | Event num. ≥ 22 | 0.00 | ||
17 < event num. ≤ 21 | 0.25 | ||||
12 < event num. ≤ 17 | 0.50 | ||||
8 < event num. ≤ 12 | 0.75 | ||||
Event num. ≤ 8 | 1.00 | ||||
Policy | Main parameter | Variation in the basin HDI-Education in the period studied, relative to the previous period [8] | The average value of the HDI-Education parameter is determined for the long term and for the study period, and the change (%) is calculated. | Δ < −20% | 0.00 |
−20% < Δ <−10% | 0.25 | ||||
−10% < Δ < 0% | 0.50 | ||||
0 < Δ < +10% | 0.75 | ||||
Δ > +10% | 1.00 | ||||
Supporting parameter | Variation in the basin climate change awareness in the public and government domains in the period studied, relative to the previous period (see Sections 4.5.2 and 4.6.1 of [1]) | The proactive approach of local authorities, the effective participation of non-governmental organisations (NGOs), studies conducted with academic support, and education and public awareness campaigns could be evaluated. The score is assigned a value from 0.00 to 1.00, ranging from very low awareness to very high awareness. | Very low | 0.00 | |
Low | 0.25 | ||||
Medium | 0.50 | ||||
High | 0.75 | ||||
Very high | 1.00 |
Indicator | State | Criteria | Level | Score | |
Hydrology-Quantity | Main parameter | Basin per capita water availability (m3/person year), considering both surface and groundwater sources [8] | Annual water availability per capita is calculated by proportioning the long-term annual average amount of surface water and groundwater to the total population of the basin during the study period. | Wa < 1700 | 0.00 |
1700 < Wa < 3400 | 0.25 | ||||
3400 < Wa < 5100 | 0.50 | ||||
5100 < Wa < 6800 | 0.75 | ||||
Wa > 6800 | 1.00 | ||||
Supporting parameters | The annual mean precipitation amount (mm) (see Sections 4.4.1.1 and 4.6.1 of [1]) | The annual mean precipitation amount (mm) in the basin during the study period is determined. | precip. < 235 | 0.00 | |
235 < precip. < 478 | 0.25 | ||||
478 < precip. < 964 | 0.50 | ||||
964 < precip. < 1208 | 0.75 | ||||
precip. > 1208 | 1.00 | ||||
Average annual streamflow of the basin during the study period (see Section 4.2.3 of [1]) | Annual average flow (m3/s) data in the study area are considered. | flow < 1 | 0.00 | ||
1 < flow < 3 | 0.25 | ||||
3 < flow < 9 | 0.50 | ||||
9 < flow < 12 | 0.75 | ||||
flow > 12 | 1.00 | ||||
Groundwater withdrawal/recharge status of the basin during the study period (see Section 4.2.6 of [1]) | The groundwater withdrawal/recharge ratio is analysed. If it is small, it can be considered low pressure. | rate > 0.8 | 0.00 | ||
0.7 < rate < 0.8 | 0.25 | ||||
0.6 < rate < 0.7 | 0.50 | ||||
0.5 < rate < 0.6 | 0.75 | ||||
rate < 0.5 | 1.00 | ||||
Hydrology-Quality | Main parameter | Basin averaged long-term TN and TP (mg/L) (see Section 4.2.7 of [1] and in [8]) | The long-term average value of the water quality parameter selected according to the basin characteristics is determined. | TN > 25 | 0.00 |
11.5 < TN < 25 | 0.25 | ||||
7.5 < TN < 11.5 | 0.50 | ||||
3.5 < TN < 7.5 | 0.75 | ||||
TN < 3.5 | 1.00 | ||||
TP > 0.8 | 0.00 | ||||
0.2 < TP < 0.8 | 0.25 | ||||
0.14 < TP < 0.2 | 0.50 | ||||
0.08 < TP < 0.14 | 0.75 | ||||
TP < 0.08 | 1.00 | ||||
Supporting parameters | Sediment yield (kg/ha/yr) (see Section 4.2.8 of [1]) | The mean annual sediment yield (kg/ha/yr) is determined. | sediment > 940 | 0.00 | |
680 < sediment < 940 | 0.25 | ||||
180 < sediment < 680 | 0.50 | ||||
100 < sediment < 180 | 0.75 | ||||
sediment < 100 | 1.00 | ||||
Average annual streamflow of the basin during the study period (see Section 4.2.3 of [1]) | Annual average flow (m3/s) data in the study area are considered. | flow < 1 | 0.00 | ||
1 < flow < 3 | 0.25 | ||||
3 < flow < 9 | 0.50 | ||||
9 < flow < 12 | 0.75 | ||||
flow > 12 | 1.00 | ||||
Severity of flood events in the basin during the study period (see Section 4.2.4 of [1]) | The number of residential areas and workplaces (property (pcs)) affected by flood events during the period under review is taken into account. | 5001 ≤ pcs | 0.00 | ||
25001 ≤ pcs ≤ 5000 | 0.25 | ||||
1751 ≤ pcs ≤ 2500 | 0.50 | ||||
751 ≤ pcs ≤ 1750 | 0.75 | ||||
pcs ≤ 750 | 1.00 | ||||
Environment | Main parameter | The percent of basin area under natural vegetation (Av) [8] | It can be determined using a land use map or remote sensing and satellite data. | Av < 5 | 0.00 |
5 < Av < 10 | 0.25 | ||||
10 < Av < 25 | 0.50 | ||||
25 < Av < 40 | 0.75 | ||||
Av > 40 | 1.00 | ||||
Supporting parameters | Frequency and severity of hydrological drought events in the basin during the study period (see Section 4.2.5 of [1]) | An appropriate hydrological drought index for the basin, such as PHDI, can be used in the assessment. The score is given from 0.00 to 1.00, ranging from severe drought to normal conditions. | PHDI < −4 | 0.00 | |
−4 < PHDI < −3 | 0.25 | ||||
−3 < PHDI < −2 | 0.50 | ||||
−2 < PHDI < −0.5 | 0.75 | ||||
PHDI > −0.5 | 1.00 | ||||
Frequency or severity of agricultural drought in the basin during the period studied (see Sections 4.2.5 and 4.3.1 of [1]) | An agricultural drought index such as VCI can be used in the assessment. The score is given from 0.00 to 1.00, ranging from severe drought to normal conditions. | 0 < VCI < 12.5 | 0.00 | ||
12.5 < VCI < 25 | 0.25 | ||||
25 < VCI < 37.5 | 0.50 | ||||
37.5 < VCI < 50 | 0.75 | ||||
VCI > 50 | 1.00 | ||||
Severity of flood events in the basin during the study period (see Section 4.2.4 of [1]) | The number of residential areas and workplaces (property (pcs)) affected by flood events during the period under review is taken into account. | 5001 ≤ pcs | 0.00 | ||
25001 ≤ pcs ≤ 5000 | 0.25 | ||||
1751 ≤ pcs ≤ 2500 | 0.50 | ||||
751 ≤ pcs ≤ 1750 | 0.75 | ||||
pcs ≤ 750 | 1.00 | ||||
Life | Main parameter | Basin Human Development Index (HDI) [8]. | The average value of the HDI is determined for the year preceding the study period. | HDI < 0.5 | 0.00 |
0.5 < HDI < 0.6 | 0.25 | ||||
0.6 < HDI < 0.75 | 0.50 | ||||
0.75 < HDI < 0.9 | 0.75 | ||||
HDI > 0.9 | 1.00 | ||||
Supporting parameters | Vulnerability of the tourism sector to drought events (see Section 4.2.7 of [1]) | The region’s sensitivity of tourism activities to drought and meteorological and hydrological drought events can be considered together. Score is assigned from 0.00 to 1.00, ranging from high vulnerability (5) to low vulnerability (1). | 5 | 0.00 | |
4 | 0.25 | ||||
3 | 0.50 | ||||
2 | 0.75 | ||||
1 | 1.00 | ||||
Vulnerability of the industrial sector to drought events | To assess the vulnerability of the industrial sector to drought events, ‘industrial water consumption’, ‘number of workers employed’ and ‘export values’ can be used. Score is assigned from 0.00 to 1.00, ranging from high vulnerability (5) to low vulnerability (1). | 5 | 0.00 | ||
4 | 0.25 | ||||
3 | 0.50 | ||||
2 | 0.75 | ||||
1 | 1.00 | ||||
Efficiency of hydroelectric power plants (see Sections 4.2.3 and 4.3.2 of [1]) | The parameters ‘water consumption in the energy sector’ and ‘installed power value of the energy sector in economic terms’ can be considered. The vulnerability of efficiency is scored from 0.00 to 1.00, ranging from high vulnerability (5) to low vulnerability (1). | 5 | 0.00 | ||
4 | 0.25 | ||||
3 | 0.50 | ||||
2 | 0.75 | ||||
1 | 1.00 | ||||
Severity of wildfire events in the basin during the study period (see Section 4.2.5 of [1]) | Burned area (ha) due to wildfires can be considered. The score is given from 0.00 to 1.00, ranging from very low exposure to very high exposure. | 1–0.8 | 0.00 | ||
0.8–0.6 | 0.25 | ||||
0.6–0.4 | 0.50 | ||||
0.4–0.2 | 0.75 | ||||
0.2–0 | 1.00 | ||||
Policy | Main parameter | Basin institutional capacity in Integrated Water Resources Management (IWRM) (legal and organizational) [8] | The institutional capacity of the basin in integrated water resources management can be assessed as follows:
| Very poor | 0.00 |
Poor | 0.25 | ||||
Medium | 0.50 | ||||
Good | 0.75 | ||||
Excellent | 1.00 | ||||
Supporting Parameter | Efforts to develop participatory water resources management in the public and government domains. | Strategies and practices for involving the public and NGOs in the water resources management process are evaluated. Score is assigned from 0.00 to 1.00, ranging from very poor participation to very high participation. | Very poor | 0.00 | |
Poor | 0.25 | ||||
Medium | 0.50 | ||||
Good | 0.75 | ||||
Excellent | 1.00 |
Indicator | Response | Criteria | Level | Score | |
Hydrology-Quantity | Main parameter | Improvement in water-use efficiency in the basin, in the period studied [8] and activities carried out to meet water demands sustainably (see Sections 4.6.4 and 4.6.5 of [1]) | Efforts/projects for the economical use of water, social projects that will direct the public to conscious consumption of water, economic/financial incentives, etc. (see Section 4.6.3 of [1]). | Very poor | 0.00 |
Poor | 0.25 | ||||
Medium | 0.50 | ||||
Good | 0.75 | ||||
Excellent | 1.00 | ||||
Supporting parameters | Measures taken against changing precipitation patterns and extreme rainfall events | Discrete stormwater and sewerage systems, early warning systems, adequate infrastructure and urban planning, construction and maintenance of embankments, landslide prevention works, emergency management and coordination works, sustainable urban drainage systems, etc. (see Sections 4.6.4 and 4.6.5 of [1]). | Very poor | 0.00 | |
Poor | 0.25 | ||||
Medium | 0.50 | ||||
Good | 0.75 | ||||
Excellent | 1.00 | ||||
Measures taken to prevent streamflow decreases | Increasing water use efficiency, water recovery, reducing water losses, ensuring water saving and conservation, sustainable use of water resources, use of appropriate irrigation techniques, etc. | Very poor | 0.00 | ||
Poor | 0.25 | ||||
Medium | 0.50 | ||||
Good | 0.75 | ||||
Excellent | 1.00 | ||||
Actions for the protection and improvement of groundwater storage (see Section 4.6.4 of [1]) | Establishment of groundwater monitoring system, detection and prevention of illegal wells, use of metered measurement systems, improvement of water supply systems and reduction in water losses, efficient water use and recovery, etc. | Very poor | 0.00 | ||
Poor | 0.25 | ||||
Medium | 0.50 | ||||
Good | 0.75 | ||||
Excellent | 1.00 | ||||
Hydrology-Quality | Main parameter | Improvement of inadequate sewage treatment/disposal in the basin during the period studied [8] | Actions taken to protect and improve water quality are evaluated, such as fertilizer and pesticide management, wastewater treatment, public awareness-raising activities, etc. (see Section 4.6.2 of [1]). | Very poor | 0.00 |
Poor | 0.25 | ||||
Medium | 0.50 | ||||
Good | 0.75 | ||||
Excellent | 1.00 | ||||
Supporting parameters | Measures to prevent soil erosion (see Section 4.6.2 of [1]) | Adaptation studies to increase soil fertility, measures to protect waterways, ecosystems and infrastructure, preparation of erosion risk map, afforestation activities, erosion control in all basins, especially in dam and pond basins, etc. (see Sections 4.6.2 and 4.6.4 of [1]). | Very poor | 0.00 | |
Poor | 0.25 | ||||
Medium | 0.50 | ||||
Good | 0.75 | ||||
Excellent | 1.00 | ||||
Measures taken to prevent streamflow decreases | Increasing water use efficiency, water recovery, reducing water losses, ensuring water saving and conservation, sustainable use of water resources, use of appropriate irrigation techniques, etc. | Very poor | 0.00 | ||
Poor | 0.25 | ||||
Medium | 0.50 | ||||
Good | 0.75 | ||||
Excellent | 1.00 | ||||
Measures against flood events/flood risk minimization measures (see Section 4.6.5 and Box 4.7 of [1]) | Early warning systems for floods, flood-resistant housing, floodplain management, wetland restoration, structural measures (dykes, flood control gates, weirs, dams), flood management and inter-institutional cooperation, participation in training and awareness raising on flood mitigation, strengthening the capacities of local organisations, increasing the amount of wooded areas, creating rain ditches and rain gardens, using permeable materials in road construction works, etc. | Very poor | 0.00 | ||
Poor | 0.25 | ||||
Medium | 0.50 | ||||
Good | 0.75 | ||||
Excellent | 1.00 | ||||
Environment | Main parameter | Evolution in basin conservation areas (Protected areas and Best Management Practices (BMPs)) in the basin during the period studied [8] | The development of protected areas in the basin, the availability of BMPs, and the development in the area where BMPs have been or are planned to be implemented are evaluated. | Δ < −10% | 0.00 |
−10% < Δ < 0% | 0.25 | ||||
0 < Δ < +10% | 0.50 | ||||
+10% < Δ < +20% | 0.75 | ||||
Δ > 20% | 1.00 | ||||
Supporting parameters | Measures against hydrological drought | Conservation of water resources and soil moisture, efforts related to water management, preparation of drought strategic plan, establishment of drought monitoring system, regular training and awareness raising activities for local governments and citizens, etc. (see Sections 4.6.4, 4.6.5 and 4.7.1.1 of [1]). | Very poor | 0.00 | |
Poor | 0.25 | ||||
Medium | 0.50 | ||||
Good | 0.75 | ||||
Excellent | 1.00 | ||||
Measures taken to mitigate agricultural drought | Improved varieties and agronomic practices within the scope of combating agricultural drought, changes in crop patterns and crop systems, diversification of livelihoods, identification of valuable plants and promotion of their cultivation, improvement of irrigation systems, agricultural drought disaster analysis, provision of innovative water management measures, etc. (see Sections 4.6.2 and 4.7.1.1 of [1]). | Very poor | 0.00 | ||
Poor | 0.25 | ||||
Medium | 0.50 | ||||
Good | 0.75 | ||||
Excellent | 1.00 | ||||
Measures against flood events/flood risk minimisation measures (see Section 4.6.5 and Box 4.7 of [1]) | Early warning systems for floods, flood-resistant housing, floodplain management, wet-land restoration, structural measures (dykes, flood control gates, weirs, dams), flood management and inter-institutional cooperation, participation in training and awareness raising on flood mitigation, strengthening the capacities of local organisations, increasing the amount of wooded areas, creating rain ditches and rain gardens, using permeable materials in road construction works, etc. | Very poor | 0.00 | ||
Poor | 0.25 | ||||
Medium | 0.50 | ||||
Good | 0.75 | ||||
Excellent | 1.00 | ||||
Life | Main parameter | Evolution in the basin HDI [8] | The score is assigned according to the amount of variation in the basin HDI in the analysed period. | Δ < −10% | 0.00 |
−10% < Δ < 0% | 0.25 | ||||
0 < Δ < +10% | 0.50 | ||||
+10% < Δ < +20% | 0.75 | ||||
Δ > 20% | 1.00 | ||||
Supporting parameters | Measures taken to protect the tourism sector from the effects of drought | For example, creating sustainable, planned, and developed tourism areas, identifying historical sites under drought risk, increasing institutional capacity and inter-institutional cooperation, etc. | Very poor | 0.00 | |
Poor | 0.25 | ||||
Medium | 0.50 | ||||
Good | 0.75 | ||||
Excellent | 1.00 | ||||
Measures taken to protect the industrial sector from the effects of drought (see Section 4.6.3 of [1]) | Recycling of wastewater, treatment of industrial wastewater, and reuse in industry, etc. | Very poor | 0.00 | ||
Poor | 0.25 | ||||
Medium | 0.50 | ||||
Good | 0.75 | ||||
Excellent | 1.00 | ||||
Adaptation studies related to energy production (see Sections 4.6.3 and 4.7.1.1 of [1]) | Adaptation efforts on renewable energy, change in hydroelectric operation protocol, or change in plant design, change in cooling water source for thermoelectric power plants, or use of alternative cooling technologies, diversification of energy portfolio to reduce water-related impacts, efforts to contribute to increasing energy and water use efficiency, etc. | Very poor | 0.00 | ||
Poor | 0.25 | ||||
Medium | 0.50 | ||||
Good | 0.75 | ||||
Excellent | 1.00 | ||||
Actions taken to combat wildfire risks | Using early warning systems, increasing the effectiveness of the fire-fighting department, establishing an equipped and technological fire-fighting department, training and exercise activities for civilian citizens, etc. | Very poor | 0.00 | ||
Poor | 0.25 | ||||
Medium | 0.50 | ||||
Good | 0.75 | ||||
Excellent | 1.00 | ||||
Policy | Main parameter | Evolution in the basin’s WRM expenditures in the basin, in the period studied (see Section 4.6.5 of [1] and in [8]) | Drinking water and wastewater treatment plant, responses of stakeholders and decision makers to overcome water resources problems, policies and projects in the basin on water resources management, integrated urban water management projects, efforts towards sustainable and climate resilient management objectives, etc. (see Sections 4.6.2, 4.6.4 and 4.6.5 of [1]). | Very poor | 0.00 |
Poor | 0.25 | ||||
Medium | 0.50 | ||||
Good | 0.75 | ||||
Excellent | 1.00 | ||||
Supporting parameter | Efforts to improve water security, cooperation, and coordinated actions among various institutions in the public and government domains (see Sections 4.6.2, 4.6.4 and 4.6.5 of [1]) | Strategies and practices for enhancing water security, developing cooperation, and promoting coordinated action among various institutions are evaluated. Score is assigned from 0.00 to 1.00, ranging from very poor effort to excellent effort. | Very poor | 0.00 | |
Poor | 0.25 | ||||
Medium | 0.50 | ||||
Good | 0.75 | ||||
Excellent | 1.00 |
Indicator | Baseline | Average of P-S-R | RCP4.5 Scenario | Average of P-S-R | RCP8.5 Scenario | Average of P-S-R | ||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|
P | S | R | P | S | R | P | S | R | ||||
Hydrology Quantity | 0.69 | 0.25 | 0.56 | 0.50 | 0.56 | 0.38 | 0.69 | 0.54 | 0.63 | 0.38 | 0.69 | 0.56 |
Hydrology Quality | 0.58 | 0.83 | 0.66 | 0.69 | 0.56 | 0.68 | 0.73 | 0.65 | 0.63 | 0.68 | 0.73 | 0.68 |
Hydrology | 0.63 | 0.54 | 0.61 | 0.59 | 0.56 | 0.53 | 0.71 | 0.60 | 0.63 | 0.53 | 0.71 | 0.62 |
Environment | 0.70 | 0.95 | 0.60 | 0.75 | 0.43 | 0.85 | 0.85 | 0.71 | 0.38 | 0.80 | 0.85 | 0.68 |
Life | 0.65 | 0.80 | 0.58 | 0.68 | 0.53 | 0.68 | 0.53 | 0.58 | 0.53 | 0.68 | 0.53 | 0.58 |
Policy | 0.60 | 0.60 | 0.68 | 0.63 | 0.68 | 0.68 | 0.75 | 0.70 | 0.68 | 0.68 | 0.75 | 0.70 |
Average of H-E-L-P | 0.65 | 0.72 | 0.62 | 0.66 | 0.55 | 0.68 | 0.71 | 0.65 | 0.55 | 0.67 | 0.71 | 0.64 |
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Avcı, B.C.; Atam, M. Climate Change Impact on Watershed Sustainability Index Assessment. Water 2025, 17, 2923. https://doi.org/10.3390/w17202923
Avcı BC, Atam M. Climate Change Impact on Watershed Sustainability Index Assessment. Water. 2025; 17(20):2923. https://doi.org/10.3390/w17202923
Chicago/Turabian StyleAvcı, Bekir Cem, and Masume Atam. 2025. "Climate Change Impact on Watershed Sustainability Index Assessment" Water 17, no. 20: 2923. https://doi.org/10.3390/w17202923
APA StyleAvcı, B. C., & Atam, M. (2025). Climate Change Impact on Watershed Sustainability Index Assessment. Water, 17(20), 2923. https://doi.org/10.3390/w17202923