Integrated Water–Energy–Food System for Rural Climate Adaptation: The Green Village Model in Oman
Abstract
1. Introduction
2. Literature Review
2.1. Hydro-Climatic Stress and Regulatory Design Basis in Oman
2.2. Appropriate Technology Landscape for Arid, Off-Grid Villages
2.3. Comparative Evaluation and Rationale for the Selected System
3. Materials and Methods
3.1. Study Area: Dar Al-Sawda, Oman
3.2. Community Interviews
3.3. Qualitative Data Analysis
3.4. System Design and Costing Approach
4. Results
4.1. Community Needs and Current Practices
4.2. Wastewater Treatment and Reuse
4.3. Solar Energy Generation
4.4. Agrivoltaic Olive Yield, Spacing Check, and Irrigation Adequacy
4.5. Cost Summary
5. Discussion
6. Conclusions
Author Contributions
Funding
Data Availability Statement
Conflicts of Interest
Appendix A. Interview Guide (Dar Al-Sawda “Green Village” Study)
References
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Parameter | Unit | Limit (Max, Any Sample) | Monthly Average (over Any 4 Consecutive Weeks) | Notes |
---|---|---|---|---|
BOD5 (5-day) | mg/L | 15 | 10 | Biological oxygen demand. |
TSS | mg/L | 15 | 10 | Total suspended solids. |
Turbidity | NTU | 5 | 2 | Point of compliance. |
Free residual chlorine (after 60 min) | mg/L | ≥0.5 | ≥0.5 | Disinfection safeguard. |
pH | — | 6–9 | 6–9 | Acceptable range. |
Total dissolved solids (TDS) | mg/L | 1500 | 1000 | Salinity control for crops/soils. |
Total coliforms | MPN/100 mL | 23 (single-sample cap) | 2.2 (7-day geometric mean) | Microbiological safety. |
Viable pathogenic | — | None detectable | None detectable | Parasitological safety. |
Technology | Primary Function | Water-Recovery or Treatment Pathway | Land-Use Efficiency | Complexity and Cost | Relevance to Omani Rural Context |
---|---|---|---|---|---|
Proposed: Agrivoltaics + constructed wetland | Energy and food production; wastewater reuse | On-site domestic wastewater treatment (reed-bed/constructed wetland); reuse for irrigation | High (dual use: crops under PV) | Moderate–High (modular CW + PV; scalable) | High: meets MD 145/1993; reduces ET; supplies local energy [3,12] |
Semi-transparent PV greenhouse | Electricity with crop-compatible light | None inherent; shade lowers ET; requires separate reuse/desal unit | High (within greenhouse envelope) | High (specialized glazing; structure) | Improves microclimate/energy but does not treat wastewater [7,9] |
Photovoltaic–thermal (PVT) collectors | Electricity + low-grade heat | Heat can drive HDH/pasteurization only with added subsystems | Moderate–High (roof-mounted) | High (thermal circuits; higher CAPEX/O&M) | Adds complexity; separate wastewater treatment still needed [10,11] |
Solar-thermal collectors (roof) | Thermal energy (space/water) | Can drive HDH desalination; no domestic wastewater treatment | Variable (possible PAR impacts) | Moderate–High (thermal plumbing) | Heat-focused; misaligned with primary reuse need [10] |
Solar desalination greenhouse (SDGH) | Freshwater + cultivation | HDH desalination of saline or brackish source | High (dual-use envelope) | High (HDH hardware; corrosion-resistant) | Best for saline/coastal settings; domestic wastewater remains untreated [8,11] |
Village | No. of Houses (People) | Water Availability | Attitude Towards Renewable Energies |
---|---|---|---|
Al-Khitaym | 3 (approx. 30) | Water sourced from transport tanks; lack of rainwater in recent years; little to no irrigation possible. | Open to renewable energy but not very familiar; financial support needed. |
Krub | 8 (approx. 80) | Water from dam and transport tanks; only 12 L per person per day reported. | Skeptical; concerns about reliable supply. |
Dar Al Sawda’a | 12 (approx. 120) | Unreliable precipitation patterns; well occasionally provides limited water. | Strongly supportive; already using solar battery. |
Parameter | Value/Description |
---|---|
Location (site) | Dar Al-Sawda, Oman (23.24° N, 57.20° E; altitude 1958 m) |
Climate data | Meteonorm 8.1 (1991–2007, satellite-derived); GHI 2260 kWh m−2 year−1; mean ambient temperature 18 °C; summer highs 30 °C |
Photovoltaic array | 75.0 kWp; fixed tilt 26°; south-facing; elevated table height 3 m; row pitch 5.0 m |
Inverters and ratio | 5 × 15 kW string inverters; total AC 75 kW; DC/AC ratio 1.00 |
Estimated energy demand | 50 MWh year−1 for households and 5.8 MWh year−1 for wastewater line operation |
Wastewater treatment | 2 × ReedBox RBX-15 constructed-wetland modules (15 m3 each) in parallel |
Design flow and reuse | 26 m3 day−1 influent design flow; usable effluent directed to orchard drip irrigation |
Effluent quality targets (reuse) | BOD5 not more than 15 mg L−1; TSS not more than 15 mg L−1; thermotolerant coliforms not more than 23 MPN 100 mL−1 (per MD 145/1993) |
Orchard and irrigation | 0.5 ha; 300 olive trees at 4.0 m × 4.17 m spacing; drip irrigation at 80 L tree−1 day−1 peak; access aisles preserved |
Loads modeled | ReedBox blowers 0.33 kW each (8 kWh day−1 per unit); irrigation pump scheduled in daytime |
Battery and operation | Battery 20 kWh for night aeration continuity; grid-tied operation with diesel backup for resilience |
Simulation tool and losses | PVsyst v7.2; losses included wiring, soiling, inverter efficiency 98%, temperature derating; conservative degradation applied |
Performance metrics | Performance Ratio (IEC 61724-1), Specific Yield (kWh kWp−1 year−1), Daily Light Integral estimated from PAR fraction |
Component | Description | Estimate (USD) | Source |
---|---|---|---|
PV agrivoltaic system (75 kWp) | Elevated agrivoltaic structure with modules, inverters, and balance-of-system components; cost derived from European elevated APV benchmarks (≈€1234 kW−1) | 100,000 | [29,31] |
Wastewater treatment (2 × modular CW units, ReedBox®-class) | Two vertical subsurface flow units (~30 m3 d−1 total); vendor documentation validated against CW cost studies in arid settings | 150,000 | [35] |
Battery and pumping/controls | 20 kWh lithium-ion storage system with pumping and control hardware; cost aligned with recent storage benchmarks | 15,000 | [34] |
Civil works and contingency | Site preparation, piping, foundations, and general allowances | 30,000 | [34] |
Subtotal CAPEX | 295,000 | — | |
Annual O&M—PV | Routine cleaning and inspection; benchmarked at ≈$22 kW_AC−1 yr−1 (ILR ≈ 1.3; ~58 kW_AC) | 1300 yr−1 | [32,33] |
Annual O&M—CW | Operator time, minor consumables, and low energy use, typical for constructed wetlands in arid climates | 3700 yr−1 | [9] |
Scheduled replacements (20 years) | Inverter renewal (yr 12–15), blower/pump overhauls (7–10 years), and one battery replacement (10–12 years) | 28,000 | [33,34] |
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Al-Maskari, S.; Ibrahim, B. Integrated Water–Energy–Food System for Rural Climate Adaptation: The Green Village Model in Oman. Climate 2025, 13, 195. https://doi.org/10.3390/cli13090195
Al-Maskari S, Ibrahim B. Integrated Water–Energy–Food System for Rural Climate Adaptation: The Green Village Model in Oman. Climate. 2025; 13(9):195. https://doi.org/10.3390/cli13090195
Chicago/Turabian StyleAl-Maskari, Sultan, and Bachar Ibrahim. 2025. "Integrated Water–Energy–Food System for Rural Climate Adaptation: The Green Village Model in Oman" Climate 13, no. 9: 195. https://doi.org/10.3390/cli13090195
APA StyleAl-Maskari, S., & Ibrahim, B. (2025). Integrated Water–Energy–Food System for Rural Climate Adaptation: The Green Village Model in Oman. Climate, 13(9), 195. https://doi.org/10.3390/cli13090195