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18 pages, 3715 KiB  
Article
Scenario Analysis of Food Phosphorus Footprint in Kisumu, a Lakeside East African City in Lake Victoria (Kenya)
by Zheng Guo, Sophia Shuang Chen, Giri Raj Kattel, Wenyi Qiao, Linglong Lu, Rong Li and Anna Charles Mkumbo
Foods 2024, 13(14), 2225; https://doi.org/10.3390/foods13142225 - 16 Jul 2024
Viewed by 426
Abstract
Increased food production and consumption patterns have resulted in higher urban food phosphorus footprints, leading to a series of resource and environmental problems worldwide. We quantified the food phosphorus footprint of the African city of Kisumu using substance flow analysis. Our aim was [...] Read more.
Increased food production and consumption patterns have resulted in higher urban food phosphorus footprints, leading to a series of resource and environmental problems worldwide. We quantified the food phosphorus footprint of the African city of Kisumu using substance flow analysis. Our aim was to develop Kisumu’s sustainable phosphorus management framework so that the city would reduce phosphorus losses into the food system. Our results show that in the year 2023, the import and export of food phosphorus in the Kisumu food system was 2730.26 ± 2.7% t P yr−1 and 3297.05 ± 2.4% t P yr−1, respectively. There was −566.79 ± −18% t P yr−1 food phosphorus deficit in the Kisumu food system. Crop planting subsystem runoff/leaching/erosion loss, household consumption subsystem waste loss, and pit latrine subsystem blackwater loss are the major pathways of phosphorus losses into the environment and the main contributors to the food phosphorus footprint in the city. The 2030 scenario analysis shows that implementing a comprehensive scenario scheme throughout the entire lifecycle process from phosphorus input to waste disposal is the best choice for reducing phosphorus losses and suppressing the growth of food phosphorus footprint in the future. Our study shows that the food phosphorus footprint in the Kisumu food system was 0.67 kg P cap−1yr−1 in 2023, which is still at a low level but may enter a continuous upward trend with the improvement of socio-economic development of the city. In our framework, we have proposed a few essential measures that include urine separation, installation of septic tank, adjustment of dietary structure, flexible layout of sanitary disposal facilities, and separation of organic waste streams to reduce food phosphorus footprints in Kisumu. Given the similarity of cities along the shores of Lake Victoria, our calculation methods and management strategies can be applied to other cities in the region. Full article
(This article belongs to the Special Issue Circular Economy Approach to Produce Sustainable and Healthy Foods)
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<p>The map of Kisumu in Kenya, east Africa.</p>
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<p>Food system phosphorus flow model of Kisumu, where I represents Input and E represents Export in the figure. The crop planting subsystem is the major consumer of phosphorus fertilizers and is also an important way for human and animal excrement to return to the phosphorus cycling network. The produced crop products are delivered to the household or outside Kisumu as food. In the meantime, the animal breeding subsystem obtains feed from the planting subsystem and outside Kisumu, and then produces animal products for household consumption; the waste disposal stage refers to the stage where phosphorus containing waste is treated through subsystems such as pit latrines, WWTPs, and landfills. Then, the phosphorus substance lifecycle in the Kisumu food system ends.</p>
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<p>The food phosphorus flows in Kisumu food system (t P yr<sup>−1</sup>), where I represents Input and E represents Export in the figure. The main sources of phosphorus input into the Kisumu food system are fertilizer and food imports, while the main sources of phosphorus exports are animal and crop products. Crop planting subsystem runoff/leaching/erosion loss, household consumption subsystem waste loss, and pit latrine subsystem blackwater loss are the major pathways of phosphorus losses into the environment and the main contributors to the food phosphorus footprint. Subsystems of pit latrines and landfill were the two key nodes for phosphorus accumulation in the city.</p>
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<p>Food phosphorus footprint and its composition in Kisumu food system; the horizontal axis represents the food phosphorus footprint values generated by each subsystem, and the percentage number represents the proportion of food phosphorus footprint generated by each subsystem to the food phosphorus footprint of the food system.</p>
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<p>Yearly food phosphorus footprint with different scenarios for Kisumu, Kenya. The reference year is 2023 (Scenario 0) and the projected year is 2030 (Scenarios 1–6). For a description of the scenarios, see <a href="#sec2dot5-foods-13-02225" class="html-sec">Section 2.5</a>.</p>
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<p>Trends in the relationship between food phosphorus footprint and HDI in different regions worldwide, with yellow, green, brown, and pink dots representing the food phosphorous footprint level of India, China, Indonesia, and Japan at different times, respectively. The red dots represent the food phosphorous footprint level of Kisumu, while the blue dots represent the food phosphorous footprint level of other counties in 2007 or 2009.</p>
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27 pages, 9190 KiB  
Article
Isotope Hydrology and Hydrogeochemical Signatures in the Lake Malawi Basin: A Multi-Tracer Approach for Groundwater Resource Conceptualisation
by Limbikani C. Banda, Robert M. Kalin and Vernon Phoenix
Water 2024, 16(11), 1587; https://doi.org/10.3390/w16111587 - 31 May 2024
Cited by 1 | Viewed by 695
Abstract
Reliance on groundwater is outpacing natural replenishment, a growing imbalance that requires detailed and multi-faceted water resource understanding. This study integrated water-stable isotopes and hydrogeochemical species to examine hydrogeochemical processes during groundwater recharge and evolution in the Lake Malawi basin aquifer systems. The [...] Read more.
Reliance on groundwater is outpacing natural replenishment, a growing imbalance that requires detailed and multi-faceted water resource understanding. This study integrated water-stable isotopes and hydrogeochemical species to examine hydrogeochemical processes during groundwater recharge and evolution in the Lake Malawi basin aquifer systems. The findings provide insights into groundwater source provenance, with non-evaporated modern precipitation dominating recharge inputs. Grouped hydrochemical facies exhibit five groundwater water types, prominently featuring Ca-Mg-HCO3. Modelled hydrogeochemical data underscore dominant silicate dissolution reactions with the likely precipitation of calcite and/or high-Mg dolomitic carbonate constrained by ion exchange. Isotope hydrology reinforces water resource system conceptualisation. Coupled isotopic-hydrogeochemical lines of evidence reveal a discernible spatial-seasonal inhomogeneity in groundwater chemical character, revealing a complex interplay of meteoric water input, evaporative effects, recharge processes, and mixing dynamics. Findings show that measurable nitrate across Malawi highlights a widespread human impact on groundwater quality and an urgent need for detailed modelling to predict future trends of nitrate in groundwater with respect to extensive fertiliser use and an ever-increasing number of pit latrines and septic systems arising from rapid population growth. This study not only refined the Lake Malawi basin aquifer systems conceptualisation but also provided isotopic evidence of groundwater and lake water mixing. This study sets a base for groundwater management and policy decisions in support of the Integrated Water Resources Management principles and Sustainable Development Goal 6 objectives for groundwater sustainability in the transboundary Lake Malawi basin. Full article
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<p>Study area showing (<b>a</b>) study area location in Malawi and its transboundary extent (Malawi, Mozambique, Zambia, and Tanzania), and (<b>b</b>) study area extent with water resource areas (WRAs) (<b>c</b>) Malawi location in Africa.</p>
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<p>Study area showing (<b>a</b>) topography (SRTM elevation data: USGS) and main drainage sys– tems and (<b>b</b>) physiographic zones and water reservoirs.</p>
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<p>Idealised cross-section hydrostratographic units (aquifers) in the Lake Malawi basin (after [<a href="#B6-water-16-01587" class="html-bibr">6</a>]).</p>
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<p>Observed hydrochemical interquartile plot for groundwater in Lake Malawi basin: It shows the distribution of electrical conductivity (EC) (µS/cm), total dissolved solids (TDS) (mg/L), total alkalinity (TA) as CaCO<sub>3</sub> (mg/L), total hardness (TH) as CaCO<sub>3</sub> (mg/L), and major ions (mg/L) in groundwater.</p>
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<p>Spatial distribution of nitrate concentrations in groundwater across the LMB. (<b>a</b>) shows general distribution of measurable nitrate and (<b>b</b>) shows measurable nitrate concentration projecting potential impact.</p>
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<p>Piper plot for groundwater samples: Various colours show hydrochemical facies based on electrical conductivity (EC), a proxy indicator of total dissolved salts (TDS).</p>
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<p>Spatial distribution of (<b>a</b>) TDS and (<b>b</b>) water types in groundwater across LMB.</p>
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<p>Gibbs diagram showing key mechanisms controlling groundwater chemistry.</p>
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<p>Relationship between major ion concentrations of groundwater samples, (<b>a</b>) Ca<sup>2+</sup> vs. HCO<sub>3</sub><sup>−</sup>, and (<b>b</b>) Ca<sup>2+</sup> vs. Mg<sup>2+</sup>.</p>
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<p>Saturation indices (SI) for (<b>a</b>) calcite, (<b>b</b>) dolomitic carbonate, and (<b>c</b>) fluorite from groundwater samples in the Lake Malawi basin.</p>
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<p>Saturation indices (SI) for (<b>a</b>) calcite, (<b>b</b>) dolomitic carbonate, and (<b>c</b>) fluorite from groundwater samples in the Lake Malawi basin.</p>
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<p>(<b>a</b>) Plot of δ<sup>2</sup>H–δ<sup>18</sup>O signatures for precipitation samples from MNIP stations and lake sites in the Lake Malawi basin. A blue line (slope of 8; d-parameter of +13.3‰) represents the distribution of the d-parameter for local precipitation, a proxy for an isotopic offset of local air mass from the global air mass represented by the Global Meteoric Water Line (GMWL). The red line represents the lake evaporation line (LEL). (<b>b</b>) Histogram providing the distribution of d-parameter for precipitation and lake water samples.</p>
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<p>(<b>a</b>) Plot of δ<sup>2</sup>H–δ<sup>18</sup>O signatures for groundwater and lake samples in Lake Malawi basin. (<b>b</b>) Histogram showing the distribution of the d-parameter for groundwater and lake water samples. (<b>c</b>) Plot of δ<sup>2</sup>H–δ<sup>18</sup>O signatures for groundwater samples and associated controlling process influencing isotopic signatures in Lake Malawi basin.</p>
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<p>Spatial distribution of groundwater (<b>a</b>) δ<sup>18</sup>O and (<b>b</b>) δ<sup>2</sup>H signatures in the Lake Malawi Basin.</p>
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<p>Box plot of groundwater δ<sup>2</sup>H–δ<sup>18</sup>O signatures and d-parameter for wet and dry seasons in the Lake Malawi Basin.</p>
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<p>Plot of δ<sup>2</sup>H and δ<sup>18</sup>O signatures for groundwater samples based on groundwater types and electrical conductivity in Lake Malawi Basin. The mixed water type group comprises Ca-Mg-SO<sub>4</sub>-Cl and Na-HCO<sub>3</sub>-Cl.</p>
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11 pages, 1426 KiB  
Article
Prevalence and Risk Factors of Human Taenia solium Cysticercosis in Mbulu District, Northern Tanzania
by Vedasto Bandi, Bernard Ngowi, Emmanuel Mpolya, Andrew Martin Kilale and John-Mary Vianney
Zoonotic Dis. 2024, 4(2), 135-145; https://doi.org/10.3390/zoonoticdis4020013 - 3 May 2024
Viewed by 657
Abstract
Background: Taeniosis and cysticercosis are human infections caused by the pork tapeworm, Taenia solium. This study is a baseline for community-based intervention. We determined the prevalence of human cysticercosis and associated risk factors following a deworming program conducted throughout the country, with [...] Read more.
Background: Taeniosis and cysticercosis are human infections caused by the pork tapeworm, Taenia solium. This study is a baseline for community-based intervention. We determined the prevalence of human cysticercosis and associated risk factors following a deworming program conducted throughout the country, with Mbulu District being among the districts in Northern Tanzania. Methods: Human cysticercosis was determined by enzyme-linked immunosorbent assay (Ag- ELISA). Household interviews and observations were conducted to identify risk factors for cysticercosis transmissions among households and communities. Results: Three hundred individuals participated in this study. The age ranged from 5 to 89 years, with a median of 19 years. The prevalence of human cysticercosis was 23 (7.67%). The prevalence was high with 6 (11.76%) among individuals aged 26 to 35 years and ±45 years. There was no statistically significant difference in the prevalence by age group, sex, or occupation. Among the 300 participants, 82 (27.3%) had received anthelmintics during the previous year; among these, 5 (21.7%) were infected. The likelihood of infection was low among anthelmintic users by 28% [0.72 (0.26–2.01)], but the protection was not significant. The communities differed in risk factors on the availability of a clean and safe water supply; 52.7% (46/86) of households visited had no pit latrine. The cysticercosis prevalence showed a significant difference in communities. Conclusions: The prevalence of human cysticercosis was high and associated with higher age groups. The prevalence was low among those who had taken anthelmintics and was associated with lower age groups. The current school deworming program has a positive effect on school children, while the elderly are at higher risk because the intervention did not target them. It is recommended to scale up anthelmintic intervention to higher age groups. Full article
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<p>Selection of the study communities.</p>
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<p>Study participant recruitment approach.</p>
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<p>Demographic characteristic of study participants; age distribution was positively skewed.</p>
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<p>Infection statuses of study communities. Harsha and Diyomat were at high risk of <span class="html-italic">T. solium</span> infection for human cysticercosis.</p>
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23 pages, 3976 KiB  
Article
Characterization and Methanogenic Potential Evaluation of Faecal Sludge: Case of the Kossodo Biogas Plant in Ouagadougou
by Noaga Inès Gwladys Ouedraogo, Yacouba Konaté, Boukary Sawadogo, Elfried Beré, Soumaila Sodré and Harouna Karambiri
Sustainability 2023, 15(23), 16401; https://doi.org/10.3390/su152316401 - 29 Nov 2023
Viewed by 1285
Abstract
The use of faecal sludge (FS) in anaerobic digestion (AD) requires a perfect knowledge of their composition. Considered as a very heterogeneous material, the high variability of FS can disturb biodigesters’ functionality and impact biogas production. Unique in West Africa, Kossodo’s biogas plant [...] Read more.
The use of faecal sludge (FS) in anaerobic digestion (AD) requires a perfect knowledge of their composition. Considered as a very heterogeneous material, the high variability of FS can disturb biodigesters’ functionality and impact biogas production. Unique in West Africa, Kossodo’s biogas plant in Ouagadougou receives sludge from septic tanks and pit latrines. To evaluate the quality of sludge discharged in this treatment plant and its ability for AD, a characterization of 130 FS trucks from several onsite sanitation facilities was carried out. Physico-chemicals, including heavy metals and microbiological parameters, were analyzed using standard protocols. A biochemical methane potential test was employed to evaluate biogas yield. Results showed that raw sludge averaged 1.12% total solids (TS), 54.74% volatile solids (VS), 9253 mg/L chemical oxygen demand (COD), and 1645 mg/L biochemical oxygen demand (BOD). Settled faecal sludge exhibited higher levels of total coliforms, E. coli, helminth eggs, and heavy metals. Heavy metal levels met AD standards defined by VDI 4630, with decreasing toxicity order: Zn > Mn > Cu > Cr > Ni > Pb > As ≥ Hg. The carbon-to-nitrogen (C/N) ratio was 6.7 ± 4.3, indicating unsuitability for AD. Sludge settling increased C/N ratio by 46%, which was still below optimal AD conditions (20–30). Methane yield of raw and settled FS averaged 61 ± 0.2 and 156 ± 3.2 NL CH4/kg VS removed, respectively. Co-substrate addition could enhance the methanogenic yield of these sludges. This study provides a valuable database on the characteristics of FS, supporting sustainable recovery options. Full article
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<p>Locations for 100 samples points from different onsite sanitation facilities type in the city of Ouagadougou.</p>
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<p>Sludge retention time according to onsite sanitations facilities (<b>a</b>) and sludge categories (<b>b</b>). Public toilet includes pit latrine and septic tanks only, and all water pit.</p>
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<p>Variation of physico-chemical parameters as function of onsite sanitation systems. (<b>a</b>) Ph; (<b>b</b>) Total solid; (<b>c</b>) Volatile solid; (<b>d</b>) Chemical Oxygen Demand; (<b>e</b>) Biological Oxygen Demand; (<b>f</b>) Carbon/Nitrogen.</p>
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<p>Variation of physico-chemical parameters as function of onsite sanitation systems. (<b>a</b>) Ph; (<b>b</b>) Total solid; (<b>c</b>) Volatile solid; (<b>d</b>) Chemical Oxygen Demand; (<b>e</b>) Biological Oxygen Demand; (<b>f</b>) Carbon/Nitrogen.</p>
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<p>Spearman correlation matrix.</p>
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<p>Specific correlation between the chemical oxygen demand (COD) of sludge and total solid (TS) for All samples (<b>a</b>) and depending on onsite sanitation facilities (<b>b</b>).</p>
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<p>Total solid (<b>a</b>) and volatile solid (<b>b</b>) content of composite samples and settled faecal sludge.</p>
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<p>Graphical representation of the relationship between total solid content (TS) and C/N ratio.</p>
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<p>Biogas and methanogenic potential (<b>a</b>), and biogas composition (<b>b</b>) for composite sample and concentrated sludge.</p>
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20 pages, 3078 KiB  
Article
The Status of Sanitation in Malawi: Is SDG6.2 Achievable?
by Rebekah G. K. Hinton, Christopher J. A. Macleod, Mads Troldborg, Modesta B. Kanjaye and Robert M. Kalin
Int. J. Environ. Res. Public Health 2023, 20(15), 6528; https://doi.org/10.3390/ijerph20156528 - 5 Aug 2023
Cited by 1 | Viewed by 2029
Abstract
Ensuring access to adequate and equitable sanitation and ending open defecation by 2030 is the focus of Sustainable Development Goal 6.2 (SDG6.2). We evaluated Malawi’s progress towards SDG 6.2 (specifically the goal to end open defecation), presenting the results of a national survey [...] Read more.
Ensuring access to adequate and equitable sanitation and ending open defecation by 2030 is the focus of Sustainable Development Goal 6.2 (SDG6.2). We evaluated Malawi’s progress towards SDG 6.2 (specifically the goal to end open defecation), presenting the results of a national survey of over 200,000 sanitary facilities and evaluating their management. Based on non-linear population dynamics, we used a linear model to evaluate the reduction in open defecation between 1992–2018, and to project whether Malawi can meet the SDG target to end open defecation by 2030 under multiple scenarios of population growth. Whilst Malawi has made considerable progress in providing sanitary provision for the population, we estimate that, at the current rate of the provision of sanitary facilities, Malawi will not reach SDG 6.2 by 2030 under any of the modelled socioeconomic scenarios. Furthermore, we compare the estimates of the extent of sanitary provision classed as improved from multiple surveys, including the USAID Demographic and Health (DHS) Surveys and Government of Malawi Census data. We conclude that some of the surveys (particularly the 2015/16 DHS) may be overestimating the level of improved sanitary provision, and we hypothesize that this is due to how pit-latrines with earth/sand slabs are classed. Furthermore, we examine the long-term sustainability of pit-latrine use, investigating the challenge of pit-latrine abandonment and identifying pit-latrine filling as a cause of the abandonment in 30.2% of cases. We estimate that between 2020–2070, 31.8 (range 2.8 to 3320) million pit-latrines will be filled and abandoned, representing a major challenge for the safe management of abandoned latrines, a potential for long-term impacts on the groundwater quality, and a significant loss of investment in sanitary infrastructure. For Malawi to reach SDG 6.2, improvements are needed in both the quantity and quality of its sanitary facilities. Full article
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<p>Location and distribution of the 268,180 sanitation surveys undertaken nationally across Malawi for the CJF programme. Map produced in QGIS [<a href="#B42-ijerph-20-06528" class="html-bibr">42</a>]. Map background World Topo Map basemap [<a href="#B43-ijerph-20-06528" class="html-bibr">43</a>].</p>
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<p>Results are grouped into 5 types of sanitary facility. The percentage of the population using each facility type includes facilities that are both shared and individual to enable comparison between surveys. Based on the type of sanitary facilities only, not accounting for whether they are shared, improved facilities are Ventilated Improved Pit-latrines, Flush latrines (including to sewer system, septic tanks, and pit-latrines), compositing toilet, and pit-latrines with slabs. Pit-latrines without slabs are classified as a non-improved facility.</p>
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<p>The number of people who use the sanitary facility and how long it took the previous sanitary facility (for which the current facility is a replacement) to fill up.</p>
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<p>Trend in the number of people given access to sanitary facilities each year. The historical trend (data summarized in <a href="#ijerph-20-06528-t004" class="html-table">Table 4</a>) is shown in blue. The forecast trend, through generating a linear model from the historical data, is shown in red.</p>
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<p>The percentage of the population without access to sanitary facilities (assumed to be practicing open defecation) under multiple socioeconomic scenarios of non-linear population growth. The historic trend (based on DHS [<a href="#B17-ijerph-20-06528" class="html-bibr">17</a>,<a href="#B22-ijerph-20-06528" class="html-bibr">22</a>,<a href="#B26-ijerph-20-06528" class="html-bibr">26</a>,<a href="#B32-ijerph-20-06528" class="html-bibr">32</a>,<a href="#B33-ijerph-20-06528" class="html-bibr">33</a>], Census [<a href="#B19-ijerph-20-06528" class="html-bibr">19</a>], and MIS data [<a href="#B34-ijerph-20-06528" class="html-bibr">34</a>,<a href="#B35-ijerph-20-06528" class="html-bibr">35</a>]) is shown alongside historical data points (from individual reports) and the projected open defecation estimates based on population growth scenarios for SSPs 1–5 [<a href="#B24-ijerph-20-06528" class="html-bibr">24</a>,<a href="#B25-ijerph-20-06528" class="html-bibr">25</a>].</p>
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<p>Upper and lower confidence intervals are shown in grey lines. Data points are shown as blue dots and the trend is shown as a red trend line.</p>
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14 pages, 1844 KiB  
Article
Infiltrated Pits: Using Regional Groundwater Data to Estimate Methane Emissions from Pit Latrines
by Olivia Reddy, Mostaquimur Rahman, Anisha Nijhawan, Maria Pregnolato and Guy Howard
Hydrology 2023, 10(5), 114; https://doi.org/10.3390/hydrology10050114 - 19 May 2023
Cited by 2 | Viewed by 2427
Abstract
On-site sanitation systems (OSS), such as pit latrines, are an important source of methane (CH4), with emissions increasing when they are wet, and this occurs when anaerobic conditions dominate. This paper presents the development of a model, which uses seasonal changes [...] Read more.
On-site sanitation systems (OSS), such as pit latrines, are an important source of methane (CH4), with emissions increasing when they are wet, and this occurs when anaerobic conditions dominate. This paper presents the development of a model, which uses seasonal changes in groundwater to account for the fluctuating inundation of pit latrines, and, therefore, the associated CH4 emissions from varying degrees of anerobic conditions are examined. Given that observed timeseries of groundwater table depth at high enough spatial and temporal resolutions are often difficult to obtain in low- and middle-income countries (LMICs), inverse distance weighted (IDW) interpolation is used to generate values for a whole region, which is then used, alongside average pit latrine depth, to determine areas of pit latrine inundation. Outcomes are further informed with open-source contextual data, covering population, urban/rural split, and sanitation facility data, before using methodologies from the Intergovernmental Panel on Climate Change (IPCC) to generate CH4 emissions data. As a case study, we use data from Senegal to illustrate how this model works. Results show total CH4 emissions for the month of January to be ~1.69 kt CH4. We have also discussed the potential use of satellite remote sensing data in regions where access to historical groundwater data is limited. Understanding when the pit conditions are most likely to change could lead to incentives for better management strategies, as well as a reduction in CH4 production. Full article
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<p>Visualization of the model’s architecture, including input data, sources, and outputs.</p>
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<p>Output map for the country of Senegal in January using historical groundwater data from 1939–2006 and IDW interpolation. The red box shows where the infiltration of pit latrines of up to 3 m deep could be expected (meters below ground level—mbgl).</p>
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<p>Mean groundwater depth was generated by using the data points within the area that the GRACE pixel covers. (<b>a</b>) Data from GRACE: note that GRACE data are represented as ΔTWS, not in groundwater depth. The average ΔTWS for each month from 200–2022 is presented as the red dotted line. (<b>b</b>) Measured average groundwater depth using the average from 1939–2006. For both (<b>a</b>,<b>b</b>), the seasonal trends where water in the region is highest are highlighted by the red boxes.</p>
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10 pages, 588 KiB  
Article
Low CD4 Counts and History of Sore Throat Predict High SARS-CoV-2 Seropositivity among Human Immunodeficiency Virus-Infected Patients in Mwanza, Tanzania
by Helmut A. Nyawale, Mariam M. Mirambo, Fabian Chacha, Nyambura Moremi, Mohamed Mohamed, Phares C. Lutema, Betrand Msemwa, James Samwel Mundamshimu, Bartholomeo Nicholaus and Stephen E. Mshana
COVID 2023, 3(4), 418-427; https://doi.org/10.3390/covid3040031 - 24 Mar 2023
Viewed by 2018
Abstract
Background: Severe acute respiratory syndrome coronavirus 2 (SARS-CoV-2) is responsible for the ongoing coronavirus disease 2019 (COVID-19) pandemic. Despite the fact that it affects all ages and profiles, some evidence shows that patients with comorbidities, including diabetes, obesity, and hypertension, are likely to [...] Read more.
Background: Severe acute respiratory syndrome coronavirus 2 (SARS-CoV-2) is responsible for the ongoing coronavirus disease 2019 (COVID-19) pandemic. Despite the fact that it affects all ages and profiles, some evidence shows that patients with comorbidities, including diabetes, obesity, and hypertension, are likely to be most affected. For chronic diseases, such as human immunodeficiency virus (HIV), information is scarce, with a few studies from high-income countries. This study reports predictors of SARS-CoV-2 seropositivity (IgG + IgM) among unvaccinated people living with HIV attending Bugando Medical Centre in Mwanza, Tanzania. Methodology: A cross-sectional, hospital-based study involving 150 HIV-infected patients was conducted at Bugando Medical Centre between June and July 2022. A pretested questionnaire was used to collect the participants’ information. Blood samples were collected and used for the detection of SARS-CoV-2 (IgM/IgG) antibodies by immunochromatographic assay. Data were analyzed using STATA version 15. Results: The mean age of the enrolled participants was 46.4 ± 11.1 years. The overall seropositivity (IgG + IgM) of SARS-CoV-2 antibodies was 79/150 (52.7%) [95% CI: 44.4–60.9]. Seropositivity of IgM only was 8/150 (5.3) [95% CI: 1.7–8.8], while that of IgG only was 61/150 (40.6%) [95% CI: 32.7–48.4]. Seropositivity of both IgG and IgM was observed in 10/150 (6.7%) patients. In a multivariate logistic regression analysis, history of sore throat (OR: 6.34, 95% CI: 2.305–18.351, p < 0.001), low CD4 count (OR: 0.99, 95% CI: 0.995–0.999, p = 0.004), and use of pit latrines (OR: 2.30, 95% CI: 1.122–4.738, p = 0.023) were independently associated with SARS-CoV-2 seropositivity. Conclusion: HIV-infected individuals with history of sore throat, low CD4 count, and use of pit latrines were more likely to be SARS-CoV-2 IgG seropositive. There is a need to routinely screen for SARS-CoV-2 infection among HIV-infected individuals to obtain comprehensive data regarding the interactions of the pathogens. Full article
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<p>Seropositivity of SARS-CoV-2 antibodies among non-vaccinated HIV patients.</p>
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23 pages, 1117 KiB  
Review
Household Disposal of Pharmaceuticals in Low-Income Settings: Practices, Health Hazards, and Research Needs
by Willis Gwenzi, Tinoziva T. Simbanegavi and Piotr Rzymski
Water 2023, 15(3), 476; https://doi.org/10.3390/w15030476 - 25 Jan 2023
Cited by 7 | Viewed by 3639
Abstract
Pharmaceuticals are widely used in Africa due to the high burden of human and animal diseases. However, a review of the current practices and pollution risks arising from the disposal of pharmaceuticals in low-income settings in Africa is still lacking. Therefore, the present [...] Read more.
Pharmaceuticals are widely used in Africa due to the high burden of human and animal diseases. However, a review of the current practices and pollution risks arising from the disposal of pharmaceuticals in low-income settings in Africa is still lacking. Therefore, the present review examined the literature to address the following questions: (1) what are the key factors driving the accumulation of unused and expired pharmaceuticals?, (2) what are the current disposal practices for unused and expired pharmaceuticals, and wastewater (feces and urine) containing excreted pharmaceuticals?, (3) what are the potential environmental and human health hazards posed by current disposal practices?, and (4) what are the key research needs on the disposal of pharmaceuticals in low-income settings? Evidence shows that, in low-income settings, wastewater comprising predominantly of feces and urine containing excreted pharmaceuticals often end up in on-site sanitation systems such as pit latrines, septic tanks, and the environment in the case of open defecation. Unused and expired pharmaceuticals are disposed of in pit latrines, household solid waste, and/or burned. The pollution risks of current disposal practices are poorly understood, but pharmaceutical pollution of groundwater sources, including those used for drinking water supply, may occur via strong hydrological connectivity between pit latrines and groundwater systems. Potential high-risk pollution and human exposure hotspots are discussed. However, compared to other environmental compartments, the occurrence, dissemination, fate, and human health risks of pharmaceuticals in the pit latrine-groundwater continuum are still understudied. Future research directions are discussed to address these gaps using the Source-Pathway-Receptor-Impact-Mitigation (SPRIM) continuum as an organizing framework. Full article
(This article belongs to the Section Water Quality and Contamination)
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<p>Summary depiction of the key findings highlighting: (1) factors driving the accumulation of unused and expired pharmaceuticals, (2) disposal practices, (3) environmental and human health hazards, (4) mitigation and control measures, and (5) future research directions.</p>
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12 pages, 355 KiB  
Article
Prevalence of Antibiotic Use and Disposal at Household Level in Informal Settlements of Kisumu, Kenya
by Kellen J. Karimi, Aijaz Ahmad, Adriano Duse, Mutuku Mwanthi and Richard Ayah
Int. J. Environ. Res. Public Health 2023, 20(1), 287; https://doi.org/10.3390/ijerph20010287 - 24 Dec 2022
Cited by 7 | Viewed by 1893
Abstract
The use and abuse of antibiotics are directly related to the development of drug resistance, a global public health problem. Whereas the majority of research focus is on the use and misuse of antibiotics in drug resistance development, little is known about improper [...] Read more.
The use and abuse of antibiotics are directly related to the development of drug resistance, a global public health problem. Whereas the majority of research focus is on the use and misuse of antibiotics in drug resistance development, little is known about improper disposal, as a source of contamination in the environment that includes groundwater, especially in informal settlements. This study sought to determine antibiotic use and disposal in informal settlements in Kisumu, Kenya. A random cross-sectional sample of 447 households in selected informal settlements of Kisumu, Kenya was studied. A structured questionnaire was issued to persons heading households. The prevalence of antibiotic use was 43% (n = 193). Among these people, 74% (n = 144) had consulted a health worker in a healthcare facility for a prescription. Respondents did not always complete doses but kept the remainder for the next time they would become ill (54%). About 32% disposed of the remainder of the antibiotics in pit latrines and compost pits (10%) while 4% disposed through burning. Antibiotic use was fairly high despite a low level of awareness of the health effects of consuming water contaminated with antibiotics (35%) (n = 156); p = 0.03. Misuse and inappropriate disposal of antibiotics as identified may lead to a higher risk of antibiotic resistance, increasing the disease burden in the informal settlements. Full article
(This article belongs to the Special Issue Advances in Environmental and Public Health)
15 pages, 15699 KiB  
Article
Assessment of a Multi-Layer Aquifer Vulnerability Using a Multi-Parameter Decision-Making Method in Mosha Plain, Iran
by Yaser Nikpeyman, Vahid Nikpeyman, Reza Derakhshani and Amir Raoof
Water 2022, 14(21), 3397; https://doi.org/10.3390/w14213397 - 26 Oct 2022
Cited by 2 | Viewed by 1755
Abstract
In recent decades, there has been a growing emphasis on assessing aquifer vulnerability. Given the availability of spatial data and the GIS advantages, mapping the groundwater vulnerability has become a common tool for protecting and managing groundwater resources. Here, we applied the GIS [...] Read more.
In recent decades, there has been a growing emphasis on assessing aquifer vulnerability. Given the availability of spatial data and the GIS advantages, mapping the groundwater vulnerability has become a common tool for protecting and managing groundwater resources. Here, we applied the GIS indexing and an overlay method to explore a combination of the potential contamination factors needed to assess groundwater vulnerability in the Mosha aquifer. The data from a borehole data logger and chemical analysis of spring water show groundwater responses to the surface contaminating sources. To assess the aquifer vulnerability, the potential contaminating sources were classified into three groups, namely (1) geological characteristics such as lithology and structural geology features; (2) the infrastructures induced by human activities such as roads, water wells, and pit latrines; and (3) land use. By considering these components, the risk maps were produced. Our findings indicate that the aquifer is very responsive to the anthropogenic contaminants that may leak into the aquifer from urbanized areas. Additionally, roads and pit latrines can significantly release pollutants into the environment that may eventually leak into the aquifer and contaminate the underlying groundwater resources. Full article
(This article belongs to the Special Issue Water Quality and Contaminant Transport in Aquatic Environments)
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<p>Geological map and cross-sections of the study area.</p>
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<p>A map showing the karstic zones of the study area as well as the Mosha Fault and groundwater flow directions. Solid black lines represent major inter-city roads.</p>
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<p>The BH-1 groundwater EC historical data and climatological historical records in the nearest meteorological station (Iran Meteorological Organization database, 2019). Points A, B, C, and D represent the groundwater EC increase after road-deicing campaigns. Some very low points in EC are due to the removal of the probe from the well to perform well maintenance operations. In these cases, air fills the space between the electrodes of the electrical conductivity sensor, which is an electrical insulator. The rest of the cases are probably due to the operation of the pump in the well, which causes air bubbles in the water and causes errors in the measurement of EC.</p>
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<p>The maps indicate the groundwater vulnerability and hazard zones in the study area. Solid black lines represent major inter-city roads: (<b>A</b>) a map showing the fracture density in the study area (values are in fractures per m<sup>2</sup>); (<b>B</b>) the municipal pit latrines with a 50 m buffer zone; (<b>C</b>) a map showing the land use in the study area. The green patches show the municipal areas; (<b>D</b>) the groundwater abstraction wells with a 20 m buffer zone.</p>
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<p>Quantitative and qualitative characteristics of springs in the study area. Solid black lines represent major inter-city roads: (<b>A</b>) the springs’ water annual discharge; (<b>B</b>) the springs’ water electrical conductivity; (<b>C</b>) the springs’ water acidity; (<b>D</b>) the springs’ water temperature.</p>
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<p>Quantitative and qualitative characteristics of springs in the study area. Solid black lines represent major inter-city roads: (<b>A</b>) the springs’ water annual discharge; (<b>B</b>) the springs’ water electrical conductivity; (<b>C</b>) the springs’ water acidity; (<b>D</b>) the springs’ water temperature.</p>
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<p>Quantitative and qualitative characteristics of the groundwater abstraction wells in the study area (green and red circles show the wells in the alluvial and fractured rock aquifers, respectively). Solid black lines represent major inter-city roads: (<b>A</b>) the groundwater depth in the wells; (<b>B</b>) the wells’ yield; (<b>C</b>) the groundwater electrical conductivity in the wells; (<b>D</b>) the groundwater acidity in the wells.</p>
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<p>Quantitative and qualitative characteristics of the groundwater abstraction wells in the study area (green and red circles show the wells in the alluvial and fractured rock aquifers, respectively). Solid black lines represent major inter-city roads: (<b>A</b>) the groundwater depth in the wells; (<b>B</b>) the wells’ yield; (<b>C</b>) the groundwater electrical conductivity in the wells; (<b>D</b>) the groundwater acidity in the wells.</p>
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<p>The impact of road-deicing campaigns on groundwater in the BH-1 (blue bars represent the precipitation events; red, green, and black lines are daily average air temperature, groundwater EC, and groundwater temperature, respectively): (<b>A</b>) single snow event in the year 2015; (<b>B</b>) single snow event in the year 2017; (<b>C</b>) multiple snow events in the year 2016; (<b>D</b>) multiple snow events in the year 2019.</p>
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<p>Results of the groundwater samples taken from the BH-1 borehole, SP-1, and SP-2 springs during winter 2019. Snow events were on 3 and 4 January 2019 (see <a href="#water-14-03397-f007" class="html-fig">Figure 7</a>D): (<b>A</b>) the groundwater samples’ EC changes; (<b>B</b>) the groundwater samples’ Na<sup>+</sup> changes; (<b>C</b>) the groundwater samples’ Cl<sup>−</sup> changes.</p>
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<p>Results of the groundwater samples taken from the BH-1 borehole, SP-1, and SP-2 springs during winter 2019. Snow events were on 3 and 4 January 2019 (see <a href="#water-14-03397-f007" class="html-fig">Figure 7</a>D): (<b>A</b>) the groundwater samples’ EC changes; (<b>B</b>) the groundwater samples’ Na<sup>+</sup> changes; (<b>C</b>) the groundwater samples’ Cl<sup>−</sup> changes.</p>
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<p>Risk maps of the Mosha Plain for the dry and wet seasons: (<b>A</b>) risk map of the dry season; (<b>B</b>) risk map of the wet season.</p>
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33 pages, 480 KiB  
Article
Disaster Risk Management, Ventilated Improved Pit Latrines, and Sanitation Challenges in South Africa
by Phindile Madikizela, Shafick Hoossein, Richard K. Laubscher, Kevin Whittington-Jones, Mushtaque Ahmed, Nhamo Mutingwende, Jozef Ristvej and Roman Tandlich
Sustainability 2022, 14(11), 6934; https://doi.org/10.3390/su14116934 - 6 Jun 2022
Cited by 1 | Viewed by 2849
Abstract
The current paper provides a review and meta-analysis of the practical implications of disaster risk management related to the ventilated improved latrines in South Africa. This technology is evaluated through its legacy and novel challenges of disaster risk reduction. In the current article, [...] Read more.
The current paper provides a review and meta-analysis of the practical implications of disaster risk management related to the ventilated improved latrines in South Africa. This technology is evaluated through its legacy and novel challenges of disaster risk reduction. In the current article, the methodology adopted was a literature review and meta-analyses. The results indicate that the in-situ treatment and breakdown of faecal sludge in the ventilated improved pit latrines is not always taking place and that anaerobic digestion might not always be feasible. New strategies are proposed to manage the sanitation-related risks in South Africa by specifying more exact dimensions for the newly built ventilated improved pit latrines by suggesting the use of novel sanitation additives such as fly ash to enhance on-site and in situ treatment, as well as ex situ treatment of the pit latrine faecal sludge. Regular maintenance can lead to prevention of the dysfunctional character of the ventilated improved pit latrines as a functional sanitation technology and a user-friendly hygiene barrier to the spread of sanitation/WASH-related epidemics or infectious diseases. The implementation of the novel strategies should be enhanced by the application of the (Environmental) Technology Assessment in sanitation service delivery in South Africa. Full article
19 pages, 1406 KiB  
Article
Risk Factors Associated with Diarrheal Episodes in an Agricultural Community in Nam Dinh Province, Vietnam: A Prospective Cohort Study
by Hanako Iwashita, Asako Tokizawa, Vu Dinh Thiem, Taichiro Takemura, Tuan Hai Nguyen, Hang Thi Doan, Anh Hong Quynh Pham, Na Ly Tran and Tetsu Yamashiro
Int. J. Environ. Res. Public Health 2022, 19(4), 2456; https://doi.org/10.3390/ijerph19042456 - 21 Feb 2022
Cited by 3 | Viewed by 3427
Abstract
In Vietnam, data on the risk factors for diarrhea at the community level remain sparse. This study aimed to provide an overview of diarrheal diseases in an agricultural community in Vietnam, targeting all age groups. Specifically, we investigated the incidence of diarrheal disease [...] Read more.
In Vietnam, data on the risk factors for diarrhea at the community level remain sparse. This study aimed to provide an overview of diarrheal diseases in an agricultural community in Vietnam, targeting all age groups. Specifically, we investigated the incidence of diarrheal disease at the community level and described the potential risk factors associated with diarrheal diseases. In this prospective cohort study, a total of 1508 residents were enrolled during the 54-week study period in northern Vietnam. The observed diarrheal incidence per person-year was 0.51 episodes. For children aged <5 years, the incidence per person-year was 0.81 episodes. Unexpectedly, the frequency of diarrhea was significantly higher among participants who used tap water for drinking than among participants who used rainwater. Participants who used a flush toilet had less frequent diarrhea than those who used a pit latrine. The potential risk factors for diarrhea included the source of water used in daily life, drinking water, and type of toilet. However, the direct reason for the association between potential risk factors and diarrhea was not clear. The infection routes of diarrheal pathogens in the environment remain to be investigated at this study site. Full article
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<p>Flow of the participants’ inclusion in the study.</p>
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<p>Visualization of sampling locations in Hien Khanh commune.</p>
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<p>Age pyramid of the study population and diarrhea episode.</p>
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17 pages, 971 KiB  
Review
Potential Use of Biochar in Pit Latrines as a Faecal Sludge Management Strategy to Reduce Water Resource Contaminations: A Review
by Matthew Mamera, Johan J. van Tol, Makhosazana P. Aghoghovwia, Alfredo B. J. C. Nhantumbo, Lydia M. Chabala, Armindo Cambule, Hendrix Chalwe, Jeronimo C. Mufume and Rogerio B. A. Rafael
Appl. Sci. 2021, 11(24), 11772; https://doi.org/10.3390/app112411772 - 13 Dec 2021
Cited by 8 | Viewed by 5131
Abstract
Faecal sludge management (FSM) in most developing countries is still insufficient. Sanitation challenges within the sub-Saharan region have led to recurring epidemics of water- and sanitation-related diseases. The use of pit latrines has been recognised as an option for on-site sanitation purposes. However, [...] Read more.
Faecal sludge management (FSM) in most developing countries is still insufficient. Sanitation challenges within the sub-Saharan region have led to recurring epidemics of water- and sanitation-related diseases. The use of pit latrines has been recognised as an option for on-site sanitation purposes. However, there is also concern that pit latrine leachates may cause harm to human and ecological health. Integrated approaches for improved access to water and sanitation through proper faecal sludge management are needed to address these issues. Biochar a carbon-rich adsorbent produced from any organic biomass when integrated with soil can potentially reduce contamination. The incorporation of biochar in FSM studies has numerous benefits in the control of prospective contaminants (i.e., heavy metals and inorganic and organic pollutants). This review paper evaluated the potential use of biochar in FSM. It was shown from the reviewed articles that biochar is a viable option for faecal sludge management because of its ability to bind contaminants. Challenges and possible sustainable ways to incorporate biochar in pit latrine sludge management were also illustrated. Biochar use as a low-cost adsorbent in wastewater contaminant mitigation can improve the quality of water resources. Biochar-amended sludge can also be repurposed as a useful economical by-product. Full article
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<p>(<b>a</b>) Examples of on-site sanitation designs [<a href="#B30-applsci-11-11772" class="html-bibr">30</a>]; (<b>b</b>) typical structure for a VIP toilet system in South Africa [<a href="#B31-applsci-11-11772" class="html-bibr">31</a>] reproduced from the reference, copyright 2001, CC-BY-4.0.</p>
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<p>(<b>a</b>) Examples of on-site sanitation designs [<a href="#B30-applsci-11-11772" class="html-bibr">30</a>]; (<b>b</b>) typical structure for a VIP toilet system in South Africa [<a href="#B31-applsci-11-11772" class="html-bibr">31</a>] reproduced from the reference, copyright 2001, CC-BY-4.0.</p>
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<p>Scanning electron microscopy (SEM) pictures of pine sawdust biochar [<a href="#B72-applsci-11-11772" class="html-bibr">72</a>]. Reprinted from the reference with the permission, © 2021 John Wiley and Sons, Inc.</p>
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<p>Mobility of heavy metals in faecal sludge (FS) and their derived biochars (BC); sludge sourced from Narsapur (N-FS) and Warangal (W-FS) Faecal Sludge Treatment Plants [<a href="#B111-applsci-11-11772" class="html-bibr">111</a>]. Reprinted from the reference with the permission, © 2019 Krueger et al., CC-BY-4.0.</p>
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19 pages, 2514 KiB  
Article
Adapting Sanitation Needs to a Latrine Design (and Its Upgradable Models): A Mixed Method Study under Lower Middle-Income Rural Settings
by Artwell Kanda, Esper Jacobeth Ncube and Kuku Voyi
Sustainability 2021, 13(23), 13444; https://doi.org/10.3390/su132313444 - 4 Dec 2021
Cited by 5 | Viewed by 5905
Abstract
Rural households have latrine preferences and unique sanitation needs. An assessment of how rural households adapt their sanitation needs to a nationally encouraged latrine design was done. A cross-sectional survey was conducted among 790 households in a rural district of Zimbabwe from November [...] Read more.
Rural households have latrine preferences and unique sanitation needs. An assessment of how rural households adapt their sanitation needs to a nationally encouraged latrine design was done. A cross-sectional survey was conducted among 790 households in a rural district of Zimbabwe from November 2020 to May 2021. Data were analysed using logistic regression. Qualitative data were collected using focus groups and analysed using thematic analysis. Analyses were done in STATA 16 and considered significant at p < 0.05. There was low adoption of the Blair ventilated improved pit latrine and its upgradable models. Significant predictor variables of BVIP latrine adoption were mainly contextual and psychosocial at the individual and household levels. They included source and level of household income, residence period, nature of homestead, number of cattle owned, knowledge of sanitation options and perceived high latrine cost. The latrine design was considered not a pro-poor option as it was unaffordable by many rural households resulting in its non-completion, poor-quality designs, alternative options, sharing and open defaecation. Poverty appears the main barrier for latrine ownership. However, a window of opportunity to improve access to sanitation in rural Zimbabwe exists by considering alternative sanitation options and financial investment mechanisms. Full article
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<p>(<b>a</b>) Schematic illustration of the conventional BVIP latrine (23) and (<b>b</b>) photograph of an operational household BVIP latrine taken in the study area (photograph by authors).</p>
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<p>Map of Zimbabwe showing wards in Mbire district selected for the study.</p>
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<p>Sanitation facility at the household (<b>a</b>) and reasons for lack of it (<b>b</b>) among rural households in Mbire District, northern Zimbabwe.</p>
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<p>Access to a household latrine (<b>a</b>) and reasons for lack of access (<b>b</b>) among rural households in Mbire district, northern Zimbabwe.</p>
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<p>Sanitation preferences among households (<b>a</b>) and reasons for sanitation preferences (<b>b</b>) in Mbire District, northern Zimbabwe (<span class="html-italic">n</span> = 790).</p>
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<p>Expression of willingness to pay (<b>a</b>) and willingness to take loan (<b>b</b>) for household latrine construction or improvement.</p>
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<p>Thematic areas for adapting household sanitation needs to BVIP latrine by households in Mbire District, northern Zimbabwe (6 Focus groups, <span class="html-italic">n</span> = 39).</p>
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<p>Frequency of a category being mentioned in focus group discussions.</p>
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16 pages, 11145 KiB  
Article
Non-Sewered Sanitation Systems’ Global Greenhouse Gas Emissions: Balancing Sustainable Development Goal Tradeoffs to End Open Defecation
by Kelsey Shaw, Christopher Kennedy and Caetano C. Dorea
Sustainability 2021, 13(21), 11884; https://doi.org/10.3390/su132111884 - 27 Oct 2021
Cited by 16 | Viewed by 4575
Abstract
Discharge of excreta into the environment and the use of decentralized sanitation technologies, such as septic tanks, pit latrines and ecological sanitation variants (i.e., container-based sanitation), contribute to greenhouse gas (GHG) emissions but have remained poorly quantified. The purpose of this analysis was [...] Read more.
Discharge of excreta into the environment and the use of decentralized sanitation technologies, such as septic tanks, pit latrines and ecological sanitation variants (i.e., container-based sanitation), contribute to greenhouse gas (GHG) emissions but have remained poorly quantified. The purpose of this analysis was to investigate the impacts that meeting Sustainable Development Goal (SDG) 6.2 (i.e., ending open defecation by 2030) would have on SDG 13 (i.e., combatting climate impacts). The current Intergovernmental Panel on Climate Change GHG estimation methodology was used as the basis for calculations in this analysis, augmented with improved emission factors from collected data sets for all types of on-site sanitation infrastructure. Specifically, this assessment focused on the three different service levels of sanitation (i.e., improved, unimproved and no service) as defined by UNICEF and WHO as they pertain to three Shared Socioeconomic Pathways. This analysis considered the 100-year global warming potential values in carbon dioxide equivalents of methane and nitrous oxide that can be emitted for each scenario and decentralized sanitation technology. Ultimately, six scenarios were developed for various combinations of pathways and sanitation technologies. There was significant variability between the scenarios, with results ranging from 68 Tg CO2eq/year to 7 TgCO2eq/year. The main contributors of GHG emissions in each scenario were demonstrated to be septic tank systems and pit latrines, although in scenarios that utilized improved emission factors (EFs) these emissions were significantly reduced compared with those using only standard IPCC EFs. This analysis demonstrated that using improved EFs reduced estimated GHG emissions within each SSP scenario by 53% on average. The results indicate that achieving SDG sanitation targets will ultimately increase GHG emissions from the current state but with a relatively small impact on total anthropogenic emissions. There is a need for the continued improvement and collection of field-based emission estimations to refine coarse scale emissions models as well as a better characterization of relevant biodegradation mechanisms in popular forms of on-site sanitation systems. An increase in the understanding of sanitation and climate change linkages among stakeholders will ultimately lead to a better inclusion of sanitation, and other basic human rights, in climate action goals. Full article
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<p>Decentralized Sanitation Technology Scenario Development Schematic. Based on the JMP Sanitation Service Ladder [<a href="#B20-sustainability-13-11884" class="html-bibr">20</a>].</p>
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<p>Map of Countries with a Proportion of their Population practicing Open Defecation [<a href="#B20-sustainability-13-11884" class="html-bibr">20</a>].</p>
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<p>Estimated annual 100-year Global Warming Potential in CO<sub>2</sub>eq for each Shared Socio-Economic Pathway (SSP1, SSP2 and SSP3) Scenario in 2030.</p>
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<p>Estimated annual 100-year Global Warming Potential contributions in CO<sub>2</sub>eq for each on-site sanitation technology grouping for SSP1 and SSP2 scenarios in 2030.</p>
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<p>How Ending Open Defecation Aligns with Sustainable Development Perspectives (based on [<a href="#B44-sustainability-13-11884" class="html-bibr">44</a>,<a href="#B45-sustainability-13-11884" class="html-bibr">45</a>]).</p>
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