Index of Sustainability of Water Supply Systems (ISA): An Autonomous Framework for Urban Water Sustainability Assessment in Data-Scarce Settings
Abstract
1. Introduction
1.1. The Urban Water Sustainability Imperative
1.2. The Persistent Gap in Diagnostic Tools
1.3. The Benchmarking Paradox and the Need for Autonomous Assessment
1.4. Toward an Autonomous Diagnostic Approach
1.5. The ISA Framework: Origins and Core Innovation
1.6. Scope and Structure of This Study
1.7. Objectives of This Study
2. Materials and Methods
2.1. Conceptual Foundation of the ISA Framework
2.2. ISA Architecture and Indicator Structure
2.3. The Role and Necessity of Conversion Functions
2.4. Conversion Functions for Transforming Raw Indicators into Quality Factors (QF)
2.5. A Flexible and Cyclical Management Framework
- Assessment and Baseline Establishment: A comprehensive data-gathering phase to characterize the current state of the system.
- ISA Calculation and Diagnosis: The transformation of raw data into a holistic sustainability score and a detailed sub-component diagnosis.
- Characterization and Prioritization: The identification of critical vulnerabilities and the ranking of intervention areas based on their severity and urgency.
- Strategic Planning: The development of a concrete, evidence-based action plan to address the diagnosed deficits.
- Execution: The implementation of the prioritized interventions.
- Monitoring and Feedback: The systematic tracking of progress and the use of new data to refine the next cycle of assessment.
2.6. Classification and Interpretation of ISA Scores
2.7. Model Validation and Reliability
3. Results
3.1. Economic Sustainability: Structural Financial and Physical Deficits
3.1.1. Physical Water Losses
3.1.2. Insufficient Cost Recovery
3.1.3. Negligible Infrastructure Renewal
3.2. Social Sustainability: Intermittent and Functionally Unreliable Service
3.2.1. Intermittent Supply
3.2.2. Water Quality Failures at the Point of Use
3.2.3. Coverage vs. Delivered Service Quality
3.3. Environmental Sustainability: Systemic Failure in Stewardship
3.3.1. Absence of Wastewater Treatment
3.3.2. Weak or Non-Existent Source Protection
3.4. Holistic Diagnosis and Visualization
3.5. Synthesis of Findings
4. Discussion
5. Conclusions
6. Limitations and Future Work
6.1. Limitations
- (1)
- Geographic and Institutional Scope
- (2)
- Data Availability and Quality
- (3)
- Static Assessment
- (4)
- Subjectivity in Expert-Based Calibration
- (5)
- Limited Representation of Governance and Regulatory Dimensions
- (6)
- Lack of Integration with Hydro-Climatic Variability
6.2. Future Work
- (1)
- Expansion of ISA Applications Across Diverse Regions
- (2)
- Dynamic and Predictive Modeling
- (3)
- Refinement of Conversion Functions
- (4)
- Integration with Climate Resilience and Water Security Metrics
- (5)
- Strengthening Governance and Institutional Indicators
- (6)
- Development of a Decision-Support Platform
- (7)
- Linking ISA Outputs to Investment and Policy Planning
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Acknowledgments
Conflicts of Interest
Appendix A
Appendix A.1. Operational Application of the Sustainability Diagnosis
Appendix A.2. Summary of the ISA Aggregation Procedure
Appendix A.3. Systemic Considerations in ISA Application
Appendix A.3.1. Valuation Phase
Appendix A.3.2. Diagnosis Phase
Appendix A.3.3. Characterization Phase

Appendix A.4. Example of Indicator Conversion and Interpretation

Appendix A.5. Illustrative Diagnosis and Component Valuation
Appendix A.6. Corrective Action Framework
Appendix A.7. Prioritization Method
Appendix A.8. Key Insights and Broader Inferences
Appendix A.9. Recommendations for Future Development
References
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| Social [33.3] | Economic [33.4] | Environmental [33.3] | |||
|---|---|---|---|---|---|
| Subcomponent | Indicator | Subcomponent | Indicator | Subcomponent | Indicator |
| [6.0] Operational: Quantity | [2.0] Flow reductions | [11.0] Self-management | [5.0] Cost recovery | [7.0] Extraction & Use | [4.0] Extracted water flow |
| [2.0] Interruption duration | [2.0] Financial self-sufficiency | [3.0] Watershed legal regulation | |||
| [2.0] Service pressure | [1.0] Collection efficiency | [5.3] Efficient consumption | [2.0] Per capita consumption | ||
| [6.3] Operational: Quality | [2.0] Number of quality analyses | [3.0] Non-revenue water | [1.3] Hydric resource underuse | ||
| [2.0] Water stagnation | [9.2] Operation & Maintenance | [4.0] Infrastructure leakage index | [2.0] Energy consumption | ||
| [2.3] Residual chlorine | [1.2] Pipe breaks | [8.0] Operational pollution | [3.0] Drinking water sludge | ||
| [6.0] Operational: Coverage | [3.0] Properties connected | [1.0] Acoustic leak control | [3.0] Wastewater treatment | ||
| [3.0] Peak-hour coverage | [1.0] GIS information availability | [2.0] Impact mitigation | |||
| [5.0] Training: Capacity-building | [2.5] Field technicians and planners | [1.0] Reservoir maintenance | [13.0] Source conservation | [2.5] Source watershed belonging | |
| [2.5] Managers and coordinators | [1.0] Illegal connection search | [4.0] Reforestation underway | |||
| [4.0] Training: Awareness | [2.0] Customer training courses | [3.0] Financial indices | [1.5] Liquidity ratio | [2.5] Clean industries in watershed | |
| [2.0] TV and radio campaigns | [1.5] Debt stock | [4.0] Capital for conservation | |||
| [6.0] Customer service | [1.5] Complaint handling | [8.2] Supply infrastructure | [1.0] Hydrometric parcels | ||
| [1.5] Connections and repairs | [1.0] Number of hydrants | ||||
| [1.5] Outreach and marketing | [1.2] Collar replacement | ||||
| [1.5] Customer service infrastructure | [1.0] Working meters | ||||
| [1.0] Meter age | |||||
| [1.0] Accumulated meter volume | |||||
| [2.0] Renewed pipelines | |||||
| [2.0] Equipment & staff | [1.0] Machinery and equipment access | ||||
| [1.0] Staff performance | |||||
| Function Type | Quality Factor (QF) Equation | Number Equation | Modeled Behavioral Principle | Typical Indicators of Application |
|---|---|---|---|---|
| Sigmoidal | Equation (4) | Critical Threshold and Optimal Range: Captures behavior where benefits accelerate around a central value (threshold) and saturate at the extremes, penalizing both deficiency and excess. | Service Continuity, Service Pressure, Residual Chlorine, Treatment Efficiency. | |
| Logarithmic | Equation (5) | Diminishing Returns (for indicators where lower is better): Imposes strong penalties for initial poor performance, but the benefits decrease as the indicator improves. Ideal for modeling loss reduction. | Non-Revenue Water (NRW), Energy Consumption, Operating Cost Ratios. | |
| Exponential | Equation (6) | Increasing Returns (for indicators where higher is better): Models how high levels of performance produce disproportionately large sustainability benefits, incentivizing excellence. | Service Coverage, Micrometering Index, Billing Effectiveness. | |
| Polynomial | Equation (7) | Complex Curvature: Used when the relationship between the indicator and sustainability is complex and cannot be accurately represented by simpler functions. Offers maximum flexibility. | Infrastructure Leakage Index (ILI) [29], Rehabilitation Rates, Technical Productivity. | |
| Hyperbolic | Equation (8) | Impact Saturation:Reflects that initial improvements in an indicator have a large impact, but this impact diminishes drastically as performance levels increase. Common for institutional indicators. | Training Coverage, Community Participation, Administrative Efficiency. | |
| Piecewise Linear (Binary Threshold) | Equation (9) | Strict Compliance (Pass/Fail):Applies a total penalty (QF = 0) if a minimum legal or public health threshold is not met, and a full reward (QF = 1) if it is, reflecting a binary nature. | Drinking Water Quality Compliance, Wastewater Treatment, Watershed Protection. |
| ISA Phases | Constituent Actions |
|---|---|
| 1. Assessment | System Baseline |
| Information Gathering and Storage | |
| Analysis and Processing | |
| Stakeholder Consultation and Validation | |
| ISA Calculation | |
| 2. Diagnosis and Characterization | Indicator Aggregation |
| Analysis of Results | |
| Identification of System Pathologies Critical Deficiencies | |
| Disaggregation of Results | |
| Traceability | |
| 3. Action Plan | Analysis and Selection of Guidelines |
| Prioritization of Interventions/Actions | |
| Development of Action Plans | |
| Scheduling of Implementation | |
| 4. Implementation | Implementation of Plans |
| Project Management | |
| Execution Control | |
| Results Monitoring | |
| 5. Control, Monitoring of Results | Measurement of Achievements |
| Comparison with Baseline | |
| Analysis of Deviations | |
| Recommendations and Adjustments | |
| 6. Assessment | New Baseline |
| New Indicators | |
| Adjustments to the Method |
| Classification | ISA Threshold | Number of Systems | % |
|---|---|---|---|
| Poor | 0–40 | 10 | 71 |
| Deficient | 41–60 | 4 | 29 |
| Regular | 61–75 | 0 | 0 |
| Good | 76–90 | 0 | 0 |
| Excellent | 91–100 | 0 | 0 |
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Benavides-Muñoz, H.M. Index of Sustainability of Water Supply Systems (ISA): An Autonomous Framework for Urban Water Sustainability Assessment in Data-Scarce Settings. Sustainability 2025, 17, 11293. https://doi.org/10.3390/su172411293
Benavides-Muñoz HM. Index of Sustainability of Water Supply Systems (ISA): An Autonomous Framework for Urban Water Sustainability Assessment in Data-Scarce Settings. Sustainability. 2025; 17(24):11293. https://doi.org/10.3390/su172411293
Chicago/Turabian StyleBenavides-Muñoz, Holger Manuel. 2025. "Index of Sustainability of Water Supply Systems (ISA): An Autonomous Framework for Urban Water Sustainability Assessment in Data-Scarce Settings" Sustainability 17, no. 24: 11293. https://doi.org/10.3390/su172411293
APA StyleBenavides-Muñoz, H. M. (2025). Index of Sustainability of Water Supply Systems (ISA): An Autonomous Framework for Urban Water Sustainability Assessment in Data-Scarce Settings. Sustainability, 17(24), 11293. https://doi.org/10.3390/su172411293
