Integrated and Sustainable Water and Sanitation Systems at Two Rural Sites in South Africa
Abstract
:1. Introduction
2. Study Sites
3. Literature Review
3.1. Global Perspective on Water Quality Classification, Legislation Situation, and Community Water Programs
3.2. Integrated Water System (IWS)
- Mzimvubu Water Project: Eastern Cape;
- Mqanduli Secondary Bulk Water Scheme;
- The European Partnership called Water4All, which aims to tackle water challenges to address climate change and contribute to achieving the United Nations’ Sustainable Development Goals.
3.3. Legislation on Water in South Africa
3.4. Community Water Projects in South Africa
3.5. Water Quality Classification in South Africa
4. Materials and Methods
5. Results of the Study in Relation to the IWS
5.1. Applying Structured Work Packages (WP)
5.2. Eastern Cape School Support Programme
5.3. Sanitation
5.4. Kleenhealth Microbial Products
5.5. Phumulani Agri-Village (PAV)
- Synergize plans: Use the 4IR and engineering values guided by carbon emission performance targets.
- Allocate water efficiently: Distribute water efficiently and effectively to maximize outputs, outcomes, and throughput.
- Implement energy efficiency strategies: Install energy efficiency measures, including appropriate waterworks and CCTV cameras.
- Promote water reuse: Train the 32 households on water reuse techniques to minimize waste.
- Maximize water productivity: Enhance water productivity via strategic planning and implementation.
- Identify gaps: Identify gaps related to water and energy requirements.
- Promote Phumulani Agri-Village concept: Promote the Phumulani Agri-Village concept to enhance green smart villages within the framework of agroecology.
5.6. Water Management at PAV
5.7. Water Quality and Management at PAV
6. Discussion of the Results
7. Conclusions and Recommendations
Author Contributions
Funding
Data Availability Statement
Conflicts of Interest
References
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Water Use | Categorization | Description |
---|---|---|
Domestic | Class 0 | Water of ideal quality, which has no health or aesthetic effects and is suitable for lifetime use without negative effects. No treatment necessary. |
Class 1 | Water of good quality, suitable for lifetime use with few health effects. Some aesthetic effects may be apparent. Home treatment will usually be sufficient. | |
Class 2 | Water, which poses a definite risk of health effects following long-term or lifetime use. However, health effects are uncommon and unusual following short-term or emergency use. Treatment will be required to render the water fit for continued use. | |
Class 3 | Water is unsuitable for use, especially by children and the elderly, as health effects are common. Conventional or advanced treatment necessary. |
Borehole ID | Resource Type | Latitude S | Longitude E | Use | Discharge Rate (L/s) | Remark |
---|---|---|---|---|---|---|
EC-T20-164 | Borehole | 31.72270 | 28.72270 | Not in use | Low discharge | The discharge rate for the 3 boreholes was very low, and it was recommended to use alternative water systems such as rainwater harvesting. |
EC-T20-1275 | Borehole | 28.72332 | 28.72332 | Not in use | Low discharge | |
EC-T20-1277 | Borehole | 28.72280 | 28.72280 | Not in use | Low discharge |
Borehole ID | Static WL (mbgl) | Borehole Depth (m) | Recommended Pump Installation Depth (mbgl) | Borehole Yield (L/hour) | Recommended Abstraction Rate (Limited to 4 to 8 h of Pumping per Day) |
---|---|---|---|---|---|
PUM1 | Not tested | ||||
PUM2 | 6.80 | 78 | -- | 100 | Not recommended for use |
PUM3 | 7.63 | 13 | -- | unknown | Not recommended for use |
PUM4 | 19.30 | 82 | 75 | 500 | 500 L/hour |
PUM5 | 18.60 | 82 | 75 | 650 | 650 L/hour |
PUM6 | 2.51 | 11 | -- | unknown | Not recommended for use |
PUM7 | 2.20 | 32 | -- | 100 | Not recommended for use |
PUM8 | 19.50 | 77 | 70 | 500 | 500 L/hour |
PUM9 | filled with rocks | ||||
PUM10 | filled with rocks | ||||
BBBH1 | 10.17 | 80 | 75 | 200 | 200 L/hour |
GWA-BH1 | 32.57 | 138.7 | 100 | -- | 720 L/hour |
GWA-BH2 | 20.73 | 125.6 | 105 | -- | 396 L/hour |
Cumulative yield: | 2966 L/hour | ||||
Approx. 24,000 L per day, if only pumped for 8 h per day, allowing for borehole recovery. |
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Rudolph, M.J.; Muchesa, E. Integrated and Sustainable Water and Sanitation Systems at Two Rural Sites in South Africa. Water 2023, 15, 3974. https://doi.org/10.3390/w15223974
Rudolph MJ, Muchesa E. Integrated and Sustainable Water and Sanitation Systems at Two Rural Sites in South Africa. Water. 2023; 15(22):3974. https://doi.org/10.3390/w15223974
Chicago/Turabian StyleRudolph, Michael John, and Evans Muchesa. 2023. "Integrated and Sustainable Water and Sanitation Systems at Two Rural Sites in South Africa" Water 15, no. 22: 3974. https://doi.org/10.3390/w15223974
APA StyleRudolph, M. J., & Muchesa, E. (2023). Integrated and Sustainable Water and Sanitation Systems at Two Rural Sites in South Africa. Water, 15(22), 3974. https://doi.org/10.3390/w15223974