Assessment of Theoretical and Test Performance Considerations of Concentrated Solar Water Purification System “Parabosol” in Underserved Regions
Abstract
:1. Introduction
- Investment in infrastructure: building sustainable water collection, storage, and distribution systems in arid and underdeveloped regions;
- Water conservation: promoting water-efficient practices in agriculture and industry to reduce water consumption;
- Innovation: encouraging the development and deployment of cost-effective water purification technologies which utilize renewable energy sources and require minimal infrastructure maintenance and cost.
- 4.
- Natural Factors
- Climate change: Rising temperatures and changing precipitation patterns can exacerbate water scarcity in arid regions [7];
- Topography: Geological features such as deserts or arid landscapes naturally limit water availability [8];
- Droughts: Periods of extended drought can further deplete already limited water resources in arid regions [9].
- 5.
- Human-Made Factors
- Overexploitation of water resources: Unregulated extraction of water for agricultural or industrial purposes can lead to depletion and contamination of water sources [11];
- Poor water management practices: Inadequate infrastructure, inefficient irrigation methods, and lack of water reuse strategies contribute to water scarcity issues in arid regions [12].
2. The Problem and Aim of the Study
2.1. Method
2.1.1. Literature Review
2.1.2. Acquisition of Field Data and Comparison with Calculated Values of the Theoretical Model
2.1.3. Comparative Evaluation
2.2. Introduction to Parabosol as a Solar-Powered Water Purification System
3. Exploring Water Purification
3.1. Relationship between Clean Water Access and Disease Prevention
3.1.1. The Link between Clean Water and Disease
- Typhoid fever: a bacterial infection causing fever, diarrhea, and weakness;
- Cholera: an acute diarrheal illness caused by ingestion of contaminated water or food with Vibrio cholerae bacteria;
- Hepatitis A: a liver infection caused by the hepatitis A virus, transmitted through contaminated water and fecal matter [23];
- Helminth infections: infections caused by parasitic worms, like roundworms and hookworms, transmitted through contaminated water and soil [20].
3.1.2. Mechanisms of Disease Prevention
- Drinking: Safe drinking water directly reduces the ingestion of pathogens. Contaminated water often harbors harmful bacteria, viruses, and parasites that can cause various illnesses when consumed. “Unsafe drinking water, sanitation and hygiene” are a major cause of diarrheal diseases, accounting for an estimated 3.575 million deaths globally in 2022 [22];
- Hygiene: Handwashing with clean water and soap is a simple yet highly effective practice for preventing the spread of diseases [2]. A 2008 review published in the American Journal of Public Health by Esham et al. highlights that handwashing with soap can significantly reduce the risk of diarrheal disease by 47% [23]. Also, the WHO underlined the persistent health risks of inadequate water, sanitation, and hygiene (WASH). The WHO estimates that up to 1.4 million deaths annually could be averted with better access to these essential services. Contaminated hands can easily transfer pathogens to food, surfaces, and other people, leading to infections. Washing hands with clean water and soap after using the toilet, before eating, and after handling potentially contaminated materials (like raw meat) significantly reduces the risk of infection [22];
- Food preparation: Clean water is essential for washing fruits, vegetables, and utensils. Foodborne illnesses can occur when fruits and vegetables are contaminated with pathogens from irrigation water or improper handling. Similarly, unclean utensils can harbor pathogens and transfer them to food during preparation or consumption. It is also essential for cooking and ensuring food safety. Contaminated water used in food preparation can lead to foodborne illnesses and infections. The Centers for Disease Control and Prevention (CDC) recommends using clean water to wash fruits and vegetables “just before eating, preparing or serving them” [20]. “Access to clean water for food preparation and cooking is crucial for preventing waterborne diseases associated with unsafe food practices” [10];
- Sanitation: Adequate sanitation facilities and proper wastewater disposal are crucial in preventing fecal contamination of water sources [4]. The WHO and UNICEF jointly state that improved water supplies and sanitation are essential to break the transmission cycle of fecal–oral diseases [22,23,25]. Open defecation or inadequate sanitation systems can lead to the contamination of nearby water sources with fecal matter. This contamination can then spread a variety of waterborne diseases when the water is used for drinking, hygiene, or food preparation [26]. Regular access to clean water is necessary to maintain personal hygiene and prevent water-related diseases that can result from poor sanitation practices [22,23];
- Combined effect: These practices, when implemented together, create a powerful barrier against the spread of waterborne diseases. Access to clean water is the foundation for all these practices, making it a critical factor in ensuring public health and well-being.
3.2. Clean Water Access and Possible Practices in Underserved Communities
3.3. Minimum Water Consumption in Underserved Communities
- Basic hygiene needs: Additional water is required for basic hygiene activities, like handwashing, bathing, and cleaning. UNICEF [17] estimates a total of 50–100 L per person per day for both drinking and hygiene;
- Individual variations: age, gender, physical activity, health conditions, and cultural practices can further influence individual water needs.
3.3.1. Boiling Water
3.3.2. Chlorination
3.3.3. Filtration
3.3.4. Solar Water Disinfection
3.4. Waterborne Diseases Transmission and Prevention Methods
- Boiling is a simple and effective way to kill most waterborne pathogens, which can also be used at the household level for emergencies or in areas without reliable water treatment. Boil water for at least 1–5 min at a rolling boil.
- Filtration offers a portable option for individual use, but filter selection and maintenance are crucial. Filtration systems can be effective in removing some parasites and bacteria, but not all. Choose a filter certified to remove specific contaminants.
- Chemical disinfection tablets or drops can be used for emergency purification, but proper dosage and limitations should be understood. Not all chemicals are effective against all pathogens.
- SODIS (solar water disinfection) involves exposing clear plastic bottles filled with water to sunlight for an extended period. Its effectiveness can be limited by factors like water clarity and sunlight intensity [36].
- SODIS and chemical disinfection can be used in limited situations, but their effectiveness can vary and limitations exist [38].
- Public water treatment plants are generally considered the most reliable and cost-effective method for large communities.
4. “Parabosol” Utilizing Solar Energy for Water Disinfection/Purification
4.1. Concentrated Solar Power System (CSP)
- The efficiency of a CSP system is gauged by the concentration ratio, which signifies the ratio of sunlight to the receiver area. Higher concentration ratios lead to elevated temperatures and improved solar energy conversion efficiency.
- Heat diagrams play a crucial role in the design and operation of CSP systems, as they depict temperature distribution and energy flow, optimizing system performance and ensuring consistent efficiency.
- The types of mirrors, their geometrical structures, and the overall placement of the reflective units within the system directly affect the performance of the CSP solutions.
4.2. The Working Principle of Parabosol
Production Principles
- Assembly process: Figure 5 presents the mobile compact station assembly process.
- Technical specifications: The draft weight of a unit with filters is around 12 kg. The compact size of a standard unit is 65/65/120 cm. The overall volume is around 0.5 m3. for transportation tanks, a two-unit tank is 25 lt. The average temperature output is around 250–272 °C.
- The cost: The estimated cost per unit is around USD 65 per filter set (one bio-sand filter and two carbon filter set totals USD 12/year).
- Performance: The “best performance hours” in a day for the system depend on the location and solar irradiance patterns. However, generally, Parabosol systems perform best during peak sunlight hours, typically between 10:00 a.m. and 4:00 p.m.
- Overall system efficiency: As stated earlier, the current Parabosol systems boast overall efficiencies ranging from 25–35% (on a yearly basis).
4.3. Monitoring the Parabosol Prototype
4.3.1. Test Area
4.3.2. Parabolic Mirror Specifications of the Parabosol First Prototype
- Parabolic mirror section length: 60 cm;
- Parabolic mirror length: 120 cm;
- Focal point length (f): 130 cm (20 mm ceramic tube);
- Stainless steel mirror: reflectivity (0.6–0.75);
- Solar radiation (G): used a solar radiation calculator to determine the direct beam solar irradiance (G) for Konya, Turkey, on May 20 at 11:00 a.m. Approximate value ≈ 700 W/m2.
4.3.3. The Heating/Boiling/Cooling Tube Sections
- Tube outer diameter: 24 mm (Figure 7a);
- Tube inner diameter: 14.2 mm (designed section tube with inner ribs);
- Tube material: industrial ceramics (emissivity (ε): 0.7–0.9 processed surface quality);
- Thermal conductivity to be specified: k = 50–70 W/(m·K); 50 for steel and 70 for ceramic;
- Ambient temperature (T_a): 20–25 °C (assumed).
4.4. Calculating the Heat Transfer (Data 1 Settings)
- The level of the temperature on the focal tube, which is the result of condensation from the solar energy collected and reflected with the parabolic steel mirror;
- The heat transfer performance of the tube to the water in seconds (Figure 7a).Heat flux at focal point (Q):
- Q = (π ∗ d2 ∗ ε ∗ G)/(4 ∗ f);
- d: mirror diameter (0.6 m), ε: emissivity (0.9), G: solar radiation (800 W/m2), f: focal length (1.3 m);
- Q ≈ 630 W/m2;
- Heat transfer coefficient (h): (This will depend on convection and radiation at the outer surface. Specify h value or method for calculating h)Convection heat transfer from outer surface:
- Q_conv = h ∗ A_s ∗ (T_s–T_a);
- h: convection heat transfer coefficient (W/(m2·K)), A_s: outer surface area of the tube (π ∗ D_o ∗ L), T a: ambient temperature (20 °C).Net heat transfer rate to the tube (Q_net):
- Q_net = Q—Q_conv.Heat transfer within the tube:
- Apply thermal conductivity (k) of the tube material;
- Use appropriate heat transfer equation (e.g., one-dimensional conduction for a simplified model) to determine the temperature distribution along the tube length.
- Calculate heat flux (Q):
- b.
- Calculate tube outer surface area (A):
- c.
- Calculate heat flux density (q):
- d.
- Calculate tube outer surface temperature (T)
4.4.1. Theoretical Calculation Parameters of (Focal Water Tube)
- Tube outer diameter (D_o) = 0.21 m;
- Tube length (L) = 1.2 m;
- Thermal conductivity (k) = 50–70 W/(m·K) (50 for steel and 70 for ceramic);
- Emissivity (ε) = 0.7–0.9;
- Stefan–Boltzmann constant (σ) = 5.67 × 10−8 W/(m2·K4);
- Ambient temperature (T_a) = 20 °C = 293.15 K;
- Convection heat transfer coefficient (h) = 0.8 W/(m2·K) (assuming laminar flow);
- Number of nodes (N) = 20.
- Discretization
- b.
- Boundary conditions
- c.
- System of equations
- d.
- Solution with Python (using Gauss–Seidel iteration)
4.4.2. The Daily Processed (Purified) Water Volume in Parabosol System Step 2 (Heat Transfer)
4.4.3. Real Time Measurement Data from Prototype Set and Environmental Inputs
- Four heat sensors on the focal hybrid tube (40 × 4) 160;
- Four on the mirror surface (two on surface, two on the back side of the mirror);
- Direct temperature monitoring in the dirty water tank (inner water temperature);
- Measurement of the water flow (after the condensation);
- Measurement of the process water amount in clean water tank (purified water);
- Environmental data measurement (temperature, humidity, solar radiation, not wind speed).
4.5. Comparison of Theoretical (Data 1) and Prototype Performance (Data 2)
4.5.1. Considerations
4.5.2. Additional Factors
- Variations in real-world conditions, such as solar radiation intensity, ambient temperature, and water flow rate, which may not perfectly align with the assumptions used in the theoretical model;
- Imperfections in the prototype system, such as manufacturing tolerances or material properties, which could affect the heat transfer efficiency;
- Limitations of the theoretical model itself, which may not fully capture all the complex physical phenomena involved in the water treatment process;
- The observed difference between the theoretical and the prototype performance falls within the assumed error margin; thus, it is crucial to continue investigating potential sources of error and refining the model to improve its predictive accuracy. Additionally, considering the factors that could contribute to the performance gap can provide insights for further optimization of the prototype system.
4.5.3. Estimating Heat Loss
- Cloud transients: This refers to the rapid changes in solar radiation intensity that occur due to the passage of clouds across the sun. These fluctuations can cause sudden drops in the amount of solar energy reaching the Parabosol system, leading to temporary decreases in its water treatment capacity;
- Mirror quality: The quality of the mirror surface significantly impacts scattering losses. Higher-quality mirrors with smoother surfaces minimize scattering and improve overall efficiency;
- Atmospheric conditions: Dust, haze, and cloud cover can significantly attenuate solar radiation, leading to higher heat loss. Clear skies will result in lower atmospheric losses;
- Wind speed: higher wind speeds can increase heat loss due to increased convection;
- Focal line design: if the focal line is not well insulated from the surrounding environment, conduction losses can increase;
- Reservoir tanks: materials and geometry affect the overall heat performance like “heat pumps”.
4.6. Evaluation of Test
- Using field data, the values obtained through theoretical calculations, assuming ideal conditions including solar radiation values, wind, humidity, and other variables held constant, were calculated to be on average 21.5% higher than the values from the prototype. Although a theoretical margin of error of +/−3% was anticipated, the deviation between the theoretical and experimental data occurred in the range of 25–30%. In other words, the observed deviation in water purification capacity (prototype performance) from the theoretical water purification capacity is 21.5% lower. This difference remained below the anticipated 30% margin of error before the experiment. It has been observed that changes in weather conditions (such as light, wind, and humidity) affect the output data of the parabolic system.
- Additionally, it is anticipated that the performance of the parabolic mirror (reflectivity) and the desired emissivity of the evaporation tube not being at ideal levels significantly contribute to the deviation in results. Variability in data, such as cloud cover, ambient temperature, and the temperature of the dirty water reservoir, also affects performance. Therefore, the observed difference may be attributed to the experimental margin of error and may not necessarily indicate a significant discrepancy between the theoretical model and the actual performance of the prototype. Although differences have emerged between the initial predictions and calculations made with field data, it is believed that the targeted threshold of 35–40 L per person per day can still be achieved. (But in Africa, considering both drinking water and basic hygiene needs, needs can range from 57.5 L to 150 L per person depending on the specific sources and guidelines followed). That means that the first prototype’s performance just closed the Africa target, but still needs to improve. Hence, it has been determined that experiments need to be repeated in different regions, and further tests and measurements need to be conducted under various weather conditions (both open and closed environments).
- Based on the results of this field study, we anticipate further quantitative improvements on the performance values achieved at this stage, which were initially based solely on prototype measurements. Expanding the mirror, enhancing the evaporation tube, and quantitatively refining the model are necessary to meet more demanding goals, such as increasing the intended daily water volume to acquire or treat. Moreover, enhancing the efficiency of the industrial ceramic boiling tube at the focal line is achievable. Furthermore, we assume that the margin of error primarily concentrates on these two specific spots. The parabolic mirror surface quality and reflectivity are also critically important for the overall performance of the solar radiation condensation and reflection on the focus line. Finally, this test revealed that the inner temperature of the dirty water tank is a crucial factor for the subsequent stage, as it directly impacts the heat transfer performance.
- These field tests and theoretical calculations using field values provided insight into the possibility of realizing Parabosol performance values at the anticipated level:
- The parabolic mirror kept the concentrated radiation for heat generation continuously at the test value above the boiling point of water, which is also crucial for sterilization (7 h a day);
- This product’s daily targets (water quantity) tend to meet these inadequate test conditions;
- This stage is crucial for identifying potential areas for product improvement;
- It has been shown that the product seems suitable for a structure that can be developed and used widely.
4.7. Possible Filters Options in Parabosol System
- Material Alternatives
- Ceramic filters: Explore alternative materials like porcelain or metal alloys for increased durability and potential for self-cleaning properties. They are highly effective at removing bacteria, protozoa, and some viruses, and they have a long-life span [32].
- Bio-sand filters: Investigate the use of locally available sand and optimize biological layer development for improved efficiency. They remove bacteria, protozoa, and some viruses and reduce organic matter and improve taste [30].
- Membrane filters: Research the development of more affordable and durable membranes, potentially from bio-based materials. They are highly effective in removing bacteria, viruses, and some parasites, and can also be expensive. They may require a pressurized water source and require regular replacement of the membranes [29,41].
- Activated carbon filters: Explore the use of renewable or recycled materials for activated carbon production. They remove chlorine, taste, and odor contaminants and can also reduce some organic chemicals [29].
- Graphene filters: Graphene has a unique property for water HWT. Graphene, a single layer of carbon atoms arranged in a hexagonal lattice, possesses remarkable properties that make it highly attractive for water filtration. Each molecular body has a high surface area. Graphene boasts an exceptional surface area, allowing for greater interaction with water molecules and the efficient capture of contaminants. Owing to its selective permeability, tailored graphene membranes can potentially allow the passage of clean water molecules while effectively blocking contaminants like bacteria, viruses, and heavy metals. With respect to durability, graphene’s robust structure translates to a highly durable water filter material [42].
- Additional considerations:
- Combined filtration: combining different filter types can provide broader spectrum removal of contaminants;
- Local context: selecting the most suitable HWT solution depends on factors like water quality, resource availability, and user needs;
- The study provides a general overview of common HWT filter solutions and material alternatives. Their specific effectiveness and limitations may vary depending on the design and implementation.
4.8. Harnessing the Sun’s Power for Clean Water: “Parabosol” CSP System
4.8.1. Benefits for Underserved Regions
- Improved health outcomes: Clean drinking water plays a critical role in reducing waterborne infections, a major health concern in developing communities. By providing access to clean water, Parabosol can significantly improve public health [43];
- Enhanced water security: Remote communities often rely on unreliable sources like polluted rivers or stagnant pools. Parabosol empowers communities to produce clean water without relying on infrastructure, leading to enhanced water security;
- Environmental sustainability: Parabosol utilizes renewable solar energy with minimal maintenance requirements. Unlike other purification techniques, it produces minimal byproducts, making it a sustainable solution;
- Economic opportunities: Access to clean water can unlock economic potential. Time saved from water collection can be dedicated to income-generating activities or education. Clean water also supports agriculture and food production;
- Emergency response: Parabosol’s mobility and modularity are crucial in emergency response situations;
- Elimination of complex infrastructure needs: Parabosol facilitates rapid and high adaptability;
- Ease of use: Parabosol is a user-friendly solution that adapts to urban and rural settings, catering to household use as well.
4.8.2. Challenges and Considerations
- Water production capacity: despite its portability and mobility, Parabosol’s water production capacity (120–180 gallons per day) may be insufficient for large groups;
- Weather Dependency: Parabosol relies on sunlight for operation. Its effectiveness can be reduced during cloudy or rainy days [44];
- Maintenance: Replacing sand and carbon filters is essential for optimal performance. Ensuring accessibility to these replacement parts in remote areas is crucial. DIY principles can offer significant advantages in this regard. Parabosol represents a promising technology with the potential to revolutionize clean water access in underserved regions. Addressing concerns such as water production capacity, weather dependency, and spare part accessibility will pave the way for widespread adoption of this innovative solution.
4.9. Social Impact Analysis of Parabosol CSP Water Purification Systems
- Empowering women and girls: Collecting water is often a time-consuming task, especially for women and girls. Parabosol’s portability potential can significantly reduce the time spent collecting water, freeing up time for numerous benefits, such as those which follow below;
- Education: girls can attend school more regularly, potentially leading to higher literacy rates and improved educational attainment;
- Income Generation: women can engage in income-generating activities, fostering economic empowerment and poverty reduction;
- Hygiene, potentially leading to better health outcomes;
- Education and opportunity: Better access to clean water, through access to easy-to-use systems like Parabosol can have a ripple effect on education. Reduced waterborne illnesses lead to better attendance rates, allowing children to focus on learning. User training on issues such as the use of the Parabosol system, maintenance of mirrors, and avoiding contact with hot areas are important for human health, efficiency and sustainability;
- Additionally, the time allocated to women may enable them to prioritize their children’s education;
- Health and welfare: Safe drinking water is essential for preventing waterborne diseases such as diarrhea, cholera, and typhoid. By providing clean water [45]. Parabosol can significantly reduce the burden of these diseases and lead to
- Improved health outcomes: reduced disease rates mean a healthier population with fewer doctor visits and increased overall well-being;
- Increased productivity: a healthier workforce can contribute more effectively and potentially boost local economies;
- Community cohesion: Common access to a reliable source of clean water can foster a sense of community cooperation and social cohesion. Communities working together to maintain and manage Parabosol systems can strengthen social ties;
- Improvement of health and hygiene: more time can be devoted to household chores and personal hygiene.
4.9.1. Analysis Framework
- Baseline data: gather data on current water collection practices, time spent, waterborne illness rates, and educational attainment in the target region;
- Potential impact assessment: analyze how the Parabosol system implementation can affect these metrics, considering factors like time saved, reduced illness rates, and potential for increased school attendance;
- Case studies: if available, incorporate case studies from similar interventions to showcase real-world social impacts;
- Stakeholder involvement: consider perspectives of women, girls, community leaders, and educators to understand how Parabosol can best address their needs and empower them.
4.9.2. Challenges and Considerations
- Social norms and practices: Water collection might be deeply ingrained in social practices. Consider how to introduce Parabosol while being sensitive to existing cultural norms;
- Community Engagement: Successful implementation requires community buy-in. Develop strategies for community participation in planning, training, and maintenance of Parabosol systems;
- Long-term sustainability: Social impact is sustainable if communities can manage and maintain Parabosol systems. Analyze potential training programs and support structures to ensure long-term success.
5. Possible Water Purification Systems Comparison
5.1. Future Possibilities of Parabosol
5.1.1. Enhancing Scalability and Expanding Reach
- Modular (station) design: By developing Parabosol units as mobile and modular components, the system’s capacity can be easily scaled to meet the specific water demands of a particular region. The system can scale by adding or removing modules to achieve the desired output performance.
- Reflector field optimization: Research can also focus on optimizing the layout of the Parabosol reflector field to maximize sunlight capture for target-scale systems. This will involve exploring concentrator technologies to gather sunlight from a wider area, which can significantly increase the water production capacity.
- Conquering salinity and unhealthy compounds: seawater purification potential
- Brine management: Seawater desalination using Parabosol produces brine concentrate as a byproduct. Future research must address effective brine management strategies. This could involve developing solar-driven salt production plants or implementing mineral recovery techniques to minimize environmental impact;
- Pre-treatment for seawater: Adapting Parabosol for seawater necessitates investigating compatible pre-treatment methods to address coagulation and flocculation requirements for effective desalination. This could involve developing solar-powered pre-treatment stages or adapting existing techniques for integration with the system. Imagine Parabosol seamlessly working with pre-treatment units powered by the sun itself, transforming seawater into clean drinking water.
5.1.2. Open System Design: Embracing Collaboration for Enhanced Purification
- Multi-stage purification: Parabosol’s capabilities can be extended by integrating downstream filtration technologies like membrane filtration (reverse osmosis or ultrafiltration). This creates a multi-stage system capable of removing dissolved salts and contaminants beyond the reach of evaporation alone. Additionally, Parabosol can be used in tandem with other purification methods to deliver exceptionally high-water quality in the future.
- Chemical disinfection: Integration with chemical disinfection methods, like chlorination using solar-generated electricity, ensures the microbiological safety of purified water. This complements the disinfection achieved through high temperatures during evaporation.
- Real-time monitoring and control systems: Sensor-based monitoring systems can track operating parameters, like solar radiation, water temperature, and condensate quality, in real time. These data can be used to optimize performance and efficiency. By focusing on these expanded areas of research and development, Project Parabosol can evolve into a highly scalable, open-system solution for clean water.
5.1.3. Deployment Strategies
- Community ownership and participation: To ensure long-term sustainability, fostering community ownership and participation in Parabosol projects is crucial. This could involve training residents on system operation and maintenance, empowering them to manage their own water security.
- Integration with existing infrastructure: Parabosol should be designed for compatibility with the existing water infrastructure in underserved regions. This could involve developing modular units that can be integrated with existing storage tanks and distribution networks.
- Public–private partnerships: Facilitating public–private partnerships can leverage government funding with private sector expertise to accelerate Parabosol deployment at scale. Imagine governments collaborating with water technology companies to bring clean water to millions.
5.1.4. Measuring Success and Impact
- Improved water quality and access: The primary measure of success is the delivery of clean, safe drinking water to communities in need. Regular water-quality testing and monitoring access rates are essential to tracking Parabosol’s impact.
- Socioeconomic benefits: Access to clean water can have a ripple effect on communities. Improved health, increased educational opportunities, and economic growth are potential benefits that should be tracked and measured. Imagine healthy children attending school and families lifted out of poverty thanks to the clean water provided by Parabosol.
- Environmental sustainability: As a renewable energy-powered system, Parabosol’s environmental footprint should be continuously monitored. Life cycle assessments can be used to identify areas for improvement and ensure Parabosol remains a sustainable solution.
6. Conclusions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Acknowledgments
Conflicts of Interest
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Time (Hour) | Solar Radiation (G) (W/m2) | Heat Flux (Q) (W) | Theoretical Focal Line Temperature (°C) | Estimated Water Treatment Capacity (L/h) (+/−5%) |
---|---|---|---|---|
9:00 a.m. | 600 | 368 | 128.1 | 21.6 |
10:00 a.m. | 700 | 420 | 228.8 | 32.1 |
11:00 a.m. | 800 | 491 | 238.3 | 41.0–43.0 |
12:00 p.m. | 800 | 491 | 273.1 | 49.0–52.0 |
13:00 p.m. | 700 | 420 | 227.1 | 37.1 |
14:00 p.m. | 600 | 368 | 201.1 | 32.3 |
15:00 p.m. | 500 | 306 | 195.4 | 27.1 |
16:00 p.m. | 400 | 244 | 134.4 | 22.6 |
17:00 p.m. | 300 | 182 | 119.4 | 14.1 |
Total | 277.2–290.7 |
Time (Hour) | Solar Radiation (G) (W/m2) | Heat Flux (Q) (W) | Measured Focal Line Temperature (°C) | Measured Water Treatment Capacity (L/h) |
---|---|---|---|---|
9:00 a.m. | 580 | 338 | 110.1 | 12.80 |
10:00 a.m. | 700 | 401 | 160.8 | 18.10 |
11:00 a.m. | 800 | 461 | 212.3 | 31.85 |
12:00 p.m. | 800 | 491 | 224.2 | 39.26 |
13:00 p.m. | 700 | 390 | 218.1 | 30.47 |
14:00 p.m. | 600 | 338 | 181.1 | 28.62 |
15:00 p.m. | 500 | 286 | 160.4 | 19.70 |
16:00 p.m. | 400 | 241 | 140.4 | 10.92 |
17:00 p.m. | 300 | 162 | 101.4 | 7.07 |
Total | 198.78 |
Region | Estimated Deaths | Children under 5 | Adults (65+) | Total (%) |
---|---|---|---|---|
Africa | 2.2 million (%62) | 1.3 million (%59) | 575,000 (%26) | 4.075 million (%114) |
Southeast Asia | 1 million (%28) | 600,000 (%60) | 250,000 (%25) | 1.85 million (%52) |
Eastern Mediterranean | 175,000 (%5) | 105,000 (%60) | 45,000 (%26) | 325,000 (%9) |
Western Pacific | 100,000 (%3) | 60,000 (%60) | 25,000 (%25) | 185,000 (%5) |
Americas | 100,000 (%3) | 60,000 (%60) | 25,000 (%25) | 185,000 (%5) |
Total | 3.575 million (%100) | 2.66 million (%74) | 920,000 (%26) | 7.62 million |
Disease | Pathogen | Mode of Transmission |
---|---|---|
Africa | Bacteria (e.g., E. coli), Viruses (e.g., rotavirus) | Contaminated water, food, or fecal–oral transmission |
Southeast Asia | Salmonella Typhi bacteria | Contaminated water or food |
Eastern Mediterranean | Vibrio cholerae bacteria | Contaminated water or food |
Western Pacific | Hepatitis A virus | Contaminated water or food, Fecal–oral transmission |
Americas | Roundworms, hookworms | Contaminated water or soil |
Disease | Causative Agent | Mode of Transmission | Boiling | Filtration | Chlorination | Water Treatment Plants | Public Education | SODIS | Chemical Disinfection | Best Performance Value |
---|---|---|---|---|---|---|---|---|---|---|
Cholera | Vibrio cholerae bacteria | Contaminated water and food; fecal–oral route | Yes | x | Public water supply | Public water system | Yes | Yes | Yes (limited availability) | Boiling (simple, effective) |
Typhoid Fever | Salmonella typhi bacteria | Contaminated water and food; fecal–oral route | Yes | x | Public water supply | Public water system | Yes | Yes | Yes (limited availability) | Boiling (simple, effective) |
Giardia | Giardia lamblia parasite | Contaminated water (including untreated surface water); fecal–oral route | Yes | Yes | - | Public water system | Yes | Yes | Yes | Filtration (effective, portable options) |
Cryptosporidiosis | Cryptosporidium parasite | Contaminated water (including untreated surface water); fecal–oral route | Yes | Yes | - | Public water system | Yes | Yes | Yes (limited availability) | Filtration (effective, portable options) |
E. coli infections | E. coli bacteria | Contaminated water and food; fecal–oral route | Yes | x | Public water supply | Public water system | Yes | Yes | Yes | Public water treatment (reliable, cost-effective) |
Viral gastroenteritis (rotavirus, norovirus) | Viruses | Contaminated water and food; fecal–oral route | Yes | x | Public water supply | Public water system | Yes | Yes | Yes (limited availability) | Public water treatment (reliable, cost-effective) |
Amoebic dysentery | Entamoeba histolytica parasite | Contaminated water and food; fecal–oral route | Yes | x | Public water supply | Public water system | Yes | Yes | Yes (limited availability) | Public water treatment (reliable, cost-effective) |
System | Disease Prevention | Investment Cost | Service Cost | Maintenance | Availability | User-Friendly | Portability | Energy Dependency |
---|---|---|---|---|---|---|---|---|
Boiling | Effective against most pathogens | Low (pot/stove needed) | Low (fuel for stove) | Low (minimal cleaning) | Easy (widely available) | High | High | High (firewood or stove fuel) |
Filtration | Moderately effective (depends on filter type) | Variable (low to high) | Low (replacement filters) | Variable (depends on filter type) | Easy (widely available) | Moderate | Moderate | Low (some require gravity, some pump-based) |
Chlorination (public water supply) | Effective against most pathogens | N/A (public infrastructure) | N/A (part of water bill) | Low (public maintenance) | Easy (public infrastructure) | High | Low | Low (public infrastructure) |
Water treatment plants | Highly effective (multi-barrier approach) | Variable (low to high) | N/A (part of water bill) | Low (public maintenance) | Easy (public infrastructure) | High | Low | Low (public infrastructure) |
UV (ultraviolet light) | Effective against most pathogens | Variable (low to high) | Low (replacement bulbs) | Moderate (bulb replacement) | Moderate (commercially available) | High | High | Low (electrical outlet or solar panel) |
Chemical purification tablets | Moderately effective (depends on type) | Low | Low | Low (minimal) | Easy (widely available) | High | High | Low (no external power source) |
SODIS (solar water disinfection) | Moderately effective (works on some bacteria and viruses) | Low (clear plastic bottles needed) | Low (no additional costs) | Low (minimal) | Easy (widely available) | Moderate | High (lightweight, readily available) | High (sunlight) |
Parabosol (concentrated solar) | Highly effective (research suggests effectiveness) | High (specialized equipment) | Low (no additional costs) | Moderate (cleaning mirrors, filters) | Moderate (testing phase, not widely available) | High | Moderate (requires transport and setup) | High (sunlight) |
Time (Hour) | Solar Radiation (G) (W/m2) | Theoretical Focal Line Temperature (°C) (Data 1) | Measured Focal Line Temperature (°C) (Data 2) | Theoretical Water Treatment Capacity (L/h) [Data 1] | Measured Water Treatment Capacity (L/h) [Data 2] |
---|---|---|---|---|---|
9:00 a.m. | 600 | 128.1 | 110.1 | 21.6 | 12.8 |
10:00 a.m. | 700 | 180.8 | 160.8 | 32.1 | 18.1 |
11:00 a.m. | 800 | 238.3 | 212.3 | 41.0 | 31.85 |
12:00 p.m. | 800 | 273.2 | 224.2 | 49.0 | 39.26 |
13:00 p.m. | 700 | 227.1 | 218.1 | 37.1 | 30.47 |
14:00 p.m. | 600 | 201.1 | 181.1 | 32.6 | 28.62 |
15:00 p.m. | 500 | 195.4 | 160.4 | 27.1 | 19.7 |
16:00 p.m. | 400 | 134.4 | 140.4 | 22.6 | 10.92 |
17:00 p.m. | 300 | 119.4 | 101.4 | 14.1 | 7.07 |
Total | 277.2 | 198.78 |
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Gürsu, H. Assessment of Theoretical and Test Performance Considerations of Concentrated Solar Water Purification System “Parabosol” in Underserved Regions. Sustainability 2024, 16, 6611. https://doi.org/10.3390/su16156611
Gürsu H. Assessment of Theoretical and Test Performance Considerations of Concentrated Solar Water Purification System “Parabosol” in Underserved Regions. Sustainability. 2024; 16(15):6611. https://doi.org/10.3390/su16156611
Chicago/Turabian StyleGürsu, Hakan. 2024. "Assessment of Theoretical and Test Performance Considerations of Concentrated Solar Water Purification System “Parabosol” in Underserved Regions" Sustainability 16, no. 15: 6611. https://doi.org/10.3390/su16156611
APA StyleGürsu, H. (2024). Assessment of Theoretical and Test Performance Considerations of Concentrated Solar Water Purification System “Parabosol” in Underserved Regions. Sustainability, 16(15), 6611. https://doi.org/10.3390/su16156611