| Literature DB >> 32159005 |
Kudzai F Kaseke1, Lixin Wang1.
Abstract
Fog and dew are often viewed as economic nuisances causing significant financial losses in the transportation industry and agricultural sector. However, they are also critical components of the hydrological cycle, especially in water scarce environments. Water scarcity is one of the major threats to mankind in the 21st century, and this can be due to development pressures, pollution, and/or expanding populations. In water scarce environments, fog and dew represent potentially exploitable ancillary water resources that could ameliorate the water scarce situation, if efficiently harvested. However, two important issues are often overlooked in relation to fog and dew harvesting and potability. First, current fog and dew harvesting technologies are low yielding with great potential for improvements. Second and more importantly, the potability of these water resources is often based on simple analyses that often omit trace metal and biological analyses. The few studies that report trace metal or biological measurements suggest elevated trace metal concentrations or biological contamination that could be of concern to public health. We discuss the potential for fog and dew harvesting technologies and the need for trace metal and biological analyses of these waters before use. ©2018. The Authors.Entities:
Keywords: dew; drylands; ecohydrology; fog; nonrainfall water
Year: 2018 PMID: 32159005 PMCID: PMC7007155 DOI: 10.1029/2018GH000171
Source DB: PubMed Journal: Geohealth ISSN: 2471-1403
Figure 1Global distribution of fog and dew collection and/or evaluation projects, both operational and nonoperational.
Figure 2Dew collection project in Manquehua Chile, (a) rooftop dew collection and (b) pipe and storage system. The same system is used for rainfall harvesting. CREDIT: Carvajal D./Universidad de La Serena, Chile (with permission).
Summary and Reevaluation of Fog Water Harvesting Potential for Selected Locations and Potential Number of People Supported by a Single 40‐m2 Fog Collector During the Fog Season, Based on Minimum Water Requirements (7.5 L person−1 d−1; Gleick, 1996)
| Site | Yield L m−2 d−1 | Estimated population, supported by an LFC | |||
|---|---|---|---|---|---|
| SFC | SFCM | SFC | SFCM | Source | |
| Cape Verde | 12 | 60 | 64 | 320 | (Sabino, |
| South Africa, Lepelfontein | 4.5 | 22.5 | 24 | 120 | (Olivier, |
| Nepal, Pathivara | 3.6 | 18 | 19 | 96 | (MacQuarrie et al., |
| Namibia | 2.4 | 12 | 13 | 64 | (Shanyengana et al., |
| India, Coimbatore | 7.7 | 38.5 | 36 | 205 | (Abhiram et al., |
| Saudi Arabia | 4 | 20 | 21 | 107 | (Gandhidasan & Abualhamayel, |
Note. SFC is standard fog collector, SFCM is a standard fog collector modified with a mesh that increases collection efficiency fivefold (Park et al., 2013), and LFC is a large fog collector (40 m2).
Average Dew Yields From Planar Radiative Condensers From Different Field Studies Versus Projected Yields Using a Hollow Funnel Condenser and Origami (40% and 200% Increase in Efficiency, Respectively)
| Site | Average dew yield [L m−2 d−1] | Source | ||
|---|---|---|---|---|
| Planar | Cone | Origami | ||
| Kungsbacka, Sweden | 0.15 | 0.21 | 0.30 | (Nilsson, |
| Dodoma, Tanzania | 0.06 | 0.08 | 0.12 | (Nilsson, |
| Ajaccio, France | 0.12 | 0.17 | 0.24 | (Muselli et al., |
| Jerusalem, Israel | 0.2 | 0.28 | 0.4 | (Berkowicz et al., |
| Kothara, India | 0.46 | 0.64 |
| (Sharan et al., |
Values not calculated because efficiency calculation is not valid for reference (planar) values >0.2 L/m2/d (Beysens et al., 2013).