Search

This paper highlights some of the commonly used bio-based materials studied for their applicability as adsorbents in wastewater treatment. Additionally, few processing techniques employed to enhance the ability and or affinity of the adsorbents for wastewater treatment have been discussed. More so, some of the commonly used characterization techniques such as Scanning Electron Microscopy (SEM), Fourier Transform InfraRed (FTIR) spectroscopy among others often employed in a bid to elucidate the properties and morphologies of the adsorbents as well as the potential mechanism(s) underlying the adsorbate-adsorbent interaction(s) has also been extensively conferred. The potential draw-backs, recommendations and future perspectives on the use of bio-based materials as adsorbents in wastewater treatment has also been discussed in the concluding section of this paper.

Reasonable estimates for quantities and qualities (Q&Q) of fecal sludge that accumulate in onsite sanitation containments are fundamental for the design of appropriate management and treatment solutions, from community to city-scale. There are increasing attempts to improve Q&Q estimates, but current approaches are still at a conceptual level, and are not yet standardized with confirmed statistical relationships. To reach this level, we will need consistent approaches for planning, measuring, and global collaborations. Hence, the objectives of this study were: (1) to assess and compare Q&Q of fecal sludge from seven cities and communities, and explore statistical relationships that could be used to increase accuracy of Q&Q estimations; (2) to test and launch the Volaser device for measuring in situ volumes of fecal sludge; and (3) to capture lessons learned from field implementation with collaborators in seven countries during a global pandemic when no international travel was possible. The study took place in Ghana, India, Lebanon, Kenya, Sierra Leone, Uganda, and Zambia during the COVID-19 pandemic. Q&Qs were measured in 204 containments with a Volaser, laboratory analysis, and questionnaire. Results indicate that there are differences in Total Solids (TS) and Chemical Oxygen Demand (COD) in fecal sludge based on containment type, toilet type, source, and whether there is a water connection on the premises. Based on the results of this study, together with previously published open-source data, an empirical relationship for Volatile Solids (VS) and TS of 0.49 (R2 = 0.88) was established using 1,206 data points. For COD/TS, no significant relationship was observed. Developing such empirical relationships will be useful for planning and modeling approaches. An external evaluation was conducted to evaluate overall project management, Volaser technology transfer, and effects of collaborating during the COVID-19 pandemic. Success factors for collaborating with new and existing partners without face-to-face meetings included laboratory capacity and experience with analytical methods, study objectives that were relevant for the partner and locality, and a strong quality assurance plan to ensure comparability of results. The lessons learned can be taken forward as ways to reduce carbon footprint, and contribute to resilient, inclusive development research projects.

Reclaimed water from wastewater has become a prominent water source option to manage water scarcity. This study explores the potential of coconut husk biomass, a common waste material in Ghana, as a valuable low-cost resource for greywater treatment. Engineered column treatment was applied to investigate the influence of pyrolysis and biochar properties of coconut husk biomass waste on greywater treatment. Coconut husk biomass waste was pyrolyzed at 600°C and characterized using SEM, FTIR, and XRD. Three engineered columns with 1) raw coconut husk powder (RCHP), 2) charred coconut husk powder (CCHP), and 3) sand-gravel filters (control setup) were used. A hydrostatic head of greywater with a throughput of 8.0 ml/min and a hydraulic retention time of 45 min was maintained for engineered columns. The SEM image suggested an increased surface area and pores due to the pyrolysis of the husk biomass. RCHP and CCHP contributed to 63% and 95% turbidity removal, respectively. Experimental results showed high removal efficiencies of 71% COD for CCHP. The nitrate removal efficiency of 78.93%, 88.38%, and 28.65% was observed for RCHP, CCHP, and control respectively. The log removal of faecal coliform by CCHP was two orders of magnitude higher than RCHP. Faecal and total coliform removal was 2.87 log units for CCHP. Significant differences were observed between CCHP and RCHP, p < 0.05 for electrical conductivity and total dissolved solids of effluents. CCHP showed a promising potential for greywater treatment. Pyrolyzed coconut husk powder is a promising adsorbent applicable to greywater treatment.

The study investigated determinants of open defecation among rural women in Ghana. The study extracted data from the female’s file of the 2003, 2008 and 2014 Ghana Demographic and Health Survey (GDHS). A total of 4,284 pooled sample size of rural women aged 15-49 with complete information about the variables analyzed in the study. The outcome variable was “open defecation” (i.e., defecating in an open space rather than a toilet facility) whilst fourteen (14) key explanatory variables were used. Two regression models were built, and output reported in odds ratio. Descriptively, 42 in every 100 women aged 15-49 practised open defecation (n=1811, 95’CI=49-52). Open defecation significantly correlated with educational attainment, wealth status, religion, access to mass media, partner's education, and zone of residence. The likelihood to practice open defecation reduced among those with formal education [aOR=0.69, CI=0.56-0.85], those whose partners had formal education [aOR=0.64, CI=0.52-0.80], women in the rich wealth quintile [aOR=0.12, CI=0.07-0.20], the traditionalist [aOR=0.33, CI=0.19-0.57], and those who had access to mass media [aOR=0.70, CI=0.57-0.85]. Residents in the Savannah zone were over 21-fold higher to defecate openly [aOR=21.06, CI=15.97-27.77]. The prevalence of open defecation is disproportionately pro-poor indicating that impoverished rural women are more likely to perform it.

This study successfully applied co-composting to municipal organic waste, faecal sludge and chicken manure feedstocks using optimized mixing ratios to yield high-end organic fertilizers. Nine (9) compost piles with different mixing ratios were prepared. Composting was monitored against physicochemical and nutritive parameters for 13 weeks. At curing, pH values and organic matter for piles were 5.5 to 9.0 and 15–45%, respectively. C/N ratio, nitrogen, phosphorus, and potassium levels of piles were satisfactory. Heavy metals Ni, Zn, Cu and Pb, met the EU standards except for Cd whose concentration was 12.9 to 73.2 mg/kg. Self-heating test results were comparable to the ambient temperature, and respiration tests showed values 2•C/g organic carbon/day, indicating the cured compost is very stable. Although pathogens were present in the compost piles, the piles passed the phytotoxicity test with a minimum of 80.09%. Germination Index values were greater than 80% making the compost mature and phytotoxin-free. The variations between the cured compost piles were statistically significant, with a p-value

Municipal Authorities (Assemblies) in Ghana have been unable to generate adequate revenue to effectively manage sanitation. To address this challenge, the Akuapem North and Ga West Municipalities h...

This study evaluated the health impacts of WASH interventions in 9 intervention communities against 9 control communities in disaster-prone areas in northern Ghana. We extracted community-specific data on patient-reported cases of WASH-related diseases from health facilities in the study areas. Also, we used key informant interviews and household questionnaires to seek information for validation. The impact was measured using the before-after study with concurrent control (BAC) method of Health Impact Evaluation in WASH interventions. The findings indicate a substantial increase in the number of WASH facilities across the intervention communities. However, some respondents complained of access to inadequate quantities and increase downtime of water systems when there is a breakdown. Access to improved sanitation facilities was still a challenge, although a steady increase in the number of household access to latrines was observed. We extracted about 2,315 reported cases of WASH-related diseases, comprising diarrhoea (83%), dysentery (8%), typhoid fever (7%) and intestinal worms (2%). Impacts on diarrhoea prevalence were generally lower than reported figures, and varied across the intervention communities, ranging from 0 to 7% reduction. We recommend that greater attention be given to the sustainability of the intervention to ensure service delivery, rather than as a one-time investment, to achieve more significant impacts. Key words: Disaster-prone communities, WASH, sanitation, public health.

Drinking water in Ghana is estimated at 79%, but this only represents the proportion of the population with access to improved drinking water sources without regard to the quality of water consumed. This study investigated the quality of household drinking water sources in the Oforikrom municipality where potable water requirements are on the rise due to an ever-increasing population. Both quantitative and qualitative methods were employed in this study. One Hundred households were randomly selected and interviewed on the available options for drinking water and household water treatment and safe storage. A total of 52 points of collection (POC) and 97 points of use (POU) water samples from households were collected for physicochemical and microbial water quality analysis. Amongst the available drinking water options, sachet water (46%) was mostly consumed by households. Water quality analysis revealed that the physicochemical parameters of all sampled drinking water sources were within the Ghana Standards Authority (GSA) recommended values expected for pH (ranging from 4.50 to 7.50). For the drinking water sources, bottled (100%, n = 2) and sachet water (91%, n = 41) showed relatively good microbial water quality. Generally, POC water samples showed an improved microbial water quality in comparison to POU water samples. About 38% ( n = 8) of the households practicing water quality management, were still exposed to unsafe drinking water sources. Households should practice good water quality management at the domestic level to ensure access to safe drinking water. This may include the use of chlorine-based disinfectants to frequently disinfect boreholes, wells and storage facilities at homes.

This paper presents an overview of Ghana's sanitation situation post-Millennium Development Goals (MDGs). It specifically examines why the MDG target on sanitation was missed, Ghana's preparedness towards achieving the Sustainable Development Goals (SDGs) sanitation target, potential barriers and opportunities for the sanitation sector. An eight step policy analysis framework guided the review. The findings indicate that the low sanitation has largely been driven by rather complex economics, institutional and sociocultural factors including inadequate financial commitment, poor implementation of policies, bad attitude and perception towards sanitation and extensive use of shared and public toilets. Nevertheless, it was found that recent reforms and programmes in the sanitation sector such as the creation of new Sanitation and Water Resource Ministry, National Sanitation Authority (NSA), introduction of sanitation surcharges included in property tax, and programmes such as the Greater Accra Municipal Assembly sanitation and water project put Ghana in a better position to rapidly increase its coverage. However, efforts would have to be accelerated by forging partnerships with the private sector to provide efficient and low-cost technologies, financial schemes, human and technical resources for improved service delivery.

This study investigated the effects of two mostly improvised chemical additives, calcium carbide and lambda super 2.5 EC (LSEC), on the physico–chemical and microbial characteristics of faecal sludge from toilets. The quality of faecal sludge was assessed before and after application of the chemical additives in an experimental setup of ten different treatment units including a control, and treatment replicates. The initial characteristic of the faecal sludge was slightly acidic with high content of slowly degradable organic matter. The experimental control without additives after 30 days showed reduction in BOD5, COD, helminth eggs and sludge mass by a maximum of 30%, 34.7%, 99.8% and 55% respectively. Similarly, calcium carbide additive reduced the BOD5, COD, helminth eggs and the mass of the faecal sludge by 47.4%, 48.3%, 99.6% and 61% respectively. Also, LSEC additive reduced BOD5, COD, helminth eggs and the mass of the sludge by 40.6%, 47.9%, 95.9% and 58% respectively. The two additives showed significant treatment effect on the faecal sludge although the level of treatment could not meet the regulatory discharge limits for the key quality parameters assessed including sanitisation. The study is still a grey area and more research is recommended to enrich the findings., Environmental engineering; Environmental health; Environmental management; Environmental pollution; Microbiology; Public health; Calcium carbide; Lambda-cyhalothrin; Faecal sludge; Toilet additive; Characterisation; Mass loss; Sanitisation; Public toilet; Biodegradation; Helminth eggs.

The aim of the study was to use of rotary drum composter as a low cost method for the removal of Ascaris lumbricoides and Trichuris Trichiura in faecal sludge compost. Two runs of compost experiment (Run 1 and Run 2) were carried out consecutively. Each Run of composting was done in four different rotary drums at real scale using a mixture of faecal sludge and shredded maize cobs and monitored for 12 weeks. Concentration of Ascaris and Trichuris were measured once a week to understand their behaviour. Temperature, Moisture Content and pH were also measured. High concentrations of Ascaris and Trichuris were present in the initial compost mix of both Runs 1 and 2. The concentration of Ascaris and Trichuris respectively in Run 1 ranged from 65–77 eggs/gTS and 30–41 eggs/gTS. In Run 2, measured concentrations of Ascaris and Trichuris ranged from 77–110 eggs/gTS and 46–52 eggs/gTS. After 84 days of composting faecal sludge, Ascaris was removed by a minimum of 82% and Trichuris by a minimum of 88%. The findings showed that plastic composter with paddles performed better compared with the other experiments. This means that the type of composter have a significant impact on the removal of helminth.

This study was carried out to assess the degradation and accumulation rates of fresh human excreta and how addition of anal cleansing materials affect performance during vermicomposting by Eisenia fetida and Eudrilus eugeniae. Vermicomposting setups consisting of two transparent containers (length 0.27 m, breadth 0.17 m and depth 0.12 m) stacked on top of each other were installed and operated under laboratory conditions. Earthworms, Eisenia fetida and Eudrilus eugeniae, were obtained from Green Cycle Technologies Limited in Accra, Ghana and the species verified and cultured before use. Fresh human excreta for feeding the experimental setups was collected from an Enviro-loo public toilet and 13 g applied to the setups daily. Similar setups were fed with 0.3 g of anal cleansing material in addition to the fresh excreta. A setup without any earthworms (NW) was set up as a control. Physicochemical characteristics of vermicompost accumulating in the setups were determined weekly for 28 days using standard laboratory procedures while the sludge accumulated in the various setups were weighed and recorded daily. One-way analysis of variance (ANOVA) and Post-hoc LSD tests were conducted to determine whether the differences in results between the two earthworm species and among setups with and without anal cleansing materials were statistically significant (p ≤ 0.05). The study showed 12.3% and 26.2% reduction in volatile solids in EE (Eudrilus eugeniae and excreta only) and EF (Eisenia fetida and excreta only) while ash content increased indicating good degradation. The percentage mass reductions recorded at the end of the fourth week were 67.5%, 58.8% and 40.5% in systems EE, EF and NW respectively, while reductions of 73.7% and 68.5% were realized in EEA (Eudrilus eugeniae with excreta and toilet paper) and EFA (Eisenia fetida with excreta and toilet paper) respectively. There was greater amount of sludge accumulated in systems without earthworms, 0.00020 m3 (59.5%) in NW, than in systems with earthworms where 0.00011 m3 (32.5%) and 0.00014 m3 (41.2%) were recorded for EE and EF respectively. The rate of accumulation in vermibeds EE and EF was relatively higher than in vermibeds with excreta and toilet paper (EEA and EFA). EEA and EFA recorded accumulation rates of 0.00009 m3 (26.3%) and 0.00011 m3 (31.5%) respectively. Complete removal of helminth eggs was not achieved in any of the treatment systems.

Greywater management in Ghana receives little or no attention although untreated greywater is associated with environmental and public health risks. This paper assesses greywater characteristics and handling practices among urban households in three selected communities in Kumasi, the second largest city of Ghana. The study involved in-depth surveys (interviews and observations) with 90 households, and collection of 18 greywater samples from nine greywater sources for laboratory analysis. Average greywater generation is 43.36 ± 17 litres per capita per day, equivalent to 36% of average water consumption. Greywater is untreated before disposal (≈99%), and disposal is mainly (89%) into drains and onto streets. Biochemical oxygen demand (BOD) and chemical oxygen demand (COD) levels are high but give very low BOD/COD ratios (0.20 ± 0.07) indicating a very low biodegradability potential. Nutrient levels are high: 12 times (P) and 30 times (N) in excess of standard discharge limits. Other contaminants detected are heavy metals (Fe, Pb, Zn and Cd), microbes (total coliforms, Escherichia coli and Salmonella spp.), and organic micropollutants – benzalkonium chloride, parabens (methyl and propyl), sodium benzoate and hypochlorite – and details of the levels are discussed in the paper. Greywater reuse could be useful for biomass production, but it also presents a challenge and threat to natural biological processes and water sources.

This study determined the contamination levels of oil and grease (O/G) across nine (9) galamsey operations under different environmental media (background soil, surface drainage, slurry/sludge and galamsey wastes) in three galamsey hotspot assemblies (Tarkwa Nsuaem, Amenfi East and Prestea Huni Valley) within the Western region of Ghana. Triplicate samples each of the four environmental media for the nine galamsey types (Washing Board, Washing Plant, Anwona, Dig and Wash, Dredging, Underground Abandoned Shaft, Underground Sample Pit, Chamfi and Mill House) were collected and analysed using n-hexane extractable materials in acidic medium by extraction and gravimetry to determine O/G concentrations. From the comparison of mean ranked concentration of O/G, using Kruskal-Wallis Test, the observed differences in the ranking was significant across all four media. The O/G concentrations for Anwona, Chamfi, Mill House, Washing Board and Washing Plant galamsey recorded exceedances when compared to the Ghana EPA Effluent Guideline Value of 100 mg/L for water and The New Dutch Lists’ Target and Intervention Value of 50 mg/kg and 500 mg/kg for solid/semi-solid materials. Consistently and for all environmental media types, the levels of O/G across the galamsey types were in the descending order of: Washing Board, Chamfi, Anwona, Mill House, Washing Plant, Underground Sample Pit, River Dredging, Dig and Wash, Underground Abandoned Shaft and Control Sample (non-galamseyed areas). In general, the surface drainage medium was predominantly found to be the most impacted upon medium from hydrocarbons by seven of the nine galamsey operations (Washing Board, Anwona, Chamfi, Mill House, Dredging, Dig and Wash and Underground Sample Pit). This was followed by slurry/sludge, background soil and waste media in that order. Expectedly, there were no exceedances for the Reference or Control Samples (non-galamseyed areas).

Composting of raw faecal sludge (FS) poses many difficulties due to its high moisture content (MC), high wet bulk density and low carbon to nitrogen ratio. The aim of this study were to (1) examine the suitability of bulking materials (BMs) and (2) investigate the effect of bulking material and mixing ratio on concentration of nutrients during composting of raw FS compost. Raw FS and BMs (wood chips and maize cobs) were sampled from three peri-urban communities. The raw FS showed an initial high MC (73%) which was greater than that required to start a compost process (55–65%). The results showed that the total carbon and nitrogen contents of all the experiments decreased at the end of the composting process. Composted materials at the end of the experiment showed lower concentrations of available phosphorus and potassium in all the experiments than the initial substrate materials. Experimental trial, Maize cob (1:2) is the most preferred due to the fact that it contained more nitrogen, phosphorus, potassium and also carbon which are essential nutrients for plant growth and for improving on the soil organic matter content.

Adequate and improved sanitation solutions are crucial for the protection of public and environmental health. But Ghana continues to face serious constraints to meeting the sanitation needs of its rural and peri‑urban folks due to low uptake of household toilets. The key factors that have contributed to the low sanitation coverage in Ghana among others include: the extensive use of public toilet, poverty, lack of space, high cost of latrine technologies and operation and maintenance difficulties. In an effort to promote the uptake of household latrines by people living in the rural and peri‑urban communities, a new latrine concept was developed and tested. This new latrine technology is essentially a low-cost pour-flush system improved with high-density polyethylene (HDPE) barrel for excreta storage and porous filter plate for excreta separation for the purposes of resource recovery. This study examines the suitability of the low-cost modified pour-flush latrine (MPFL) for use in the rural and peri‑urban areas. In this study, a live-prototype of the MPFL system was built and tested in Donuase, a peri‑urban community in the Ejisu-Juaben Municipal Assembly in the Ashanti region of Ghana. The cost of the MPFL was assessed in comparison with three other existing and widely used latrine technologies in Ghana. The MPFL was also tested for its performance with regards to effluent quality and user acceptability. The study was conducted using laboratory analysis and survey questionnaires. The results showed that the MPFL actually provides a low-cost option to households by saving at least half of the cost required to construct any of the three other latrine technologies. This notwithstanding, with the exception of pH and turbidity, effluent parameters (total dissolved solids, chemical oxygen demand, biological oxygen demand, faecal coliform and total coliform) did not meet the recommended Ghana EPA standards permissible for discharge into water bodies although there were significant contaminants removal. Higher removal rates (97–98%) were recorded for faecal and total coliforms and fair removal rate (66%) for turbidity. The MPFL also received very high level of users’ satisfaction and all respondents were willing to pay for the system. Nonetheless, majority of the respondents offered prices that were lower than the cost at which the latrine was produced (GHS 560, US$ 140). Significant understanding is gained on how to make the MPFL system more attractive to potential users and ways to improve the effluent quality.

Environmental media contamination with mercury, because of illegal artisanal small-scale gold mining (popularly called galamsey), is a major concern in Ghana; yet specific details as to how such contaminations are influenced or distributed across different galamsey operations have been lacking. We monitored mercury levels across nine different galamsey operations (Washing Board, Washing Plant, Anwona, Dig and Wash, Dredging, Underground Abandoned Shaft, Underground Sample Pit, Chamfi and Mill House) in three hotspot assemblies (Tarkwa Nsuaem, Amenfi East and Prestea Huni Valley) of the Western Region of Ghana. Triplicate samples each of background soil, surface water/drainage, slurry/sludge and galamsey waste materials (totaling 160) were obtained and analyzed using Atomic Absorption Spectrophotometer (AAS) to determine total Hg concentrations. From the comparison of mean ranked concentration of mercury, using the Kruskal-Wallis Test, it was realized that the observed differences in ranking was significant for all four environmental media considered. Thus, the poor handling, usage and disposal of mercury from the different galamsey activities did result in elevation of harmful quantities of mercury into the environment. Overall, the highest median value obtained for mercury was recorded at the Mill House galamsey sites and within slurry/sludge medium. This was followed by Chamfi, Washing Board, Washing Plant, Anwona, Dig and Wash and Dredging in descending order, with the Underground Abandoned Shaft and Underground Sample Pit galamsey types recording values below detection limit. In terms of their contribution to mercury contamination to the environment, Mill House, Chamfi, Anwona, Washing Board and Washing Plant galamsey types recorded the highest mean rankings. Overall, key priority information required for influencing reclamation and cleanup policy decisions for mercury, for the many affected wastelands across the country, can be derived from this paper., Galamsey, Mercury, Environmental media, Chamfi, Washing Board, Washing plant, Engineering; Chemistry; Environmental science; Earth sciences; Biological sciences

This study examined the perception of farmers in peri-urban areas on the use of fecal sludge compost as an organic fertilizer to address the issues of sanitation. The specific objectives were to: (1) investigate the farming practices and type of fertilizer used by farmers; (2) assess farmers' knowledge on fecal sludge compost and its utilization; and (3) investigate the socio-cultural and health issues relating to fecal sludge compost. A total of 150 farmers from three communities in two districts of Ashanti region were selected using a random sampling method. Data were collected from each farmer through semi-structured questionnaires. All of the farmers surveyed applied some form of organic or inorganic fertilizer on their farms. The results showed that 28 and 51% of farmers used organic and inorganic fertilizers, respectively, whereas 21% of the farmers used both organic and inorganic fertilizers. Only 34% of the farmers were aware that fecal sludge is a useful source of fertilizer, and only 4% ...

This study was carried out to determine the heavy metals and microbial loads of raw public toilet sludge from low income areas (peri-urban and rural) of Ashanti Region of Ghana. Fecal sludges were sampled from public toilets. Methods outlined in Standard Methods for the Examination of Water and Wastewaters were used for the analyses of fecal sludge samples. Range of heavy metals concentrations were found as 0.039–5.216 mg/l and 0.010–1.488 mg/l for peri-urban and rural areas, respectively. These concentrations were in the order of Mn > >Cu > >Fe > >Zn > >Pb > >Ar > >Cd and Zn > >Mn > >Fe > >Cu > >Pb > >Ar > >Cd for peri-urban and rural areas, respectively. The range of bacteria loads was measured as 1.4 × 106–4.5 × 107CFU/100 ml for peri-urban and 0.2 × 106–4.5 × 107CFU/100 ml for rural areas. Similarly, range of helminths was determined as 1–18 eggs/100 ml for both peri-urban and rural areas. The study showed that the levels of heavy metals and microbial quantities were generally higher in peri-urban compared to rural areas. However, fecal sludge from these low income areas are not recommended for direct use in agriculture unless they are given further treatment. Composting is recommended as a promising and suitable method for effective treatment of fecal sludge resulting in a hygienically safe and economically profitable product.

Knowledge of cost and effectiveness of Ghana's main hygiene promotion intervention (HPI), Community-Led Total Sanitation (CLTS), is critical for policy direction. Cost and resultant effect of HPI is examined using a case study of four communities. Surveys were conducted with 300 households, CLTS implementers and relevant agencies during the study period (May 2012 to February 2014). The HPI produced marginal but statistically significant effect (8%, p < 0.001). Improvement in hygiene behaviour was statistically associated with both government investments (p < 0.001) and household investments (p

The challenge of faecal sludge management (FSM) in most developing countries is acute, particularly in low income areas. This study examined the management of faecal sludge (FS) from household latrines and public toilets in three districts in the Ashanti region of Ghana based on household surveys, key informant interviews and field observations. Communities did not have designated locations for the disposal and treatment of FS. For household toilets, about 31 and 42% of peri-urban and rural respondents, respectively, with their toilets full reported that they did not consider manual or mechanical desludging as an immediate remedy, although pits were accessible. Households rather preferred to close and abandon their toilets and use public toilets at a fee or practise open defecation. For the public toilets, desludging was manually carried out at a fee of GHC 800–1,800 and the process usually lasted 8–14 days per toilet facility. The study showed that FSM has not been adequately catered for in both peri-urban and rural areas. However, respondents from the peri-urban areas relatively manage their FS better than their rural counterparts. To address the poor FSM in the study communities, a decentralized FS composting is a potential technology that could be used.

Recently, there have been efforts by stakeholders to monitor illegal mining (galamsey) activities, foster their formalization and reclaim the many abandoned wastelands in Ghana. However, limited information exists on the locations, abundance, scope and scale of galamsey types, which hinders the development of effective policy response. This study attempts to map and analyze the distribution patterns, abundance, activity statuses and the extents of nine (9) galamsey types within eleven (11) Municipal and District Assemblies (MDAs) of Ghana's Western Region. It explores the utility of field-based survey, using the Open Data Kit (ODK) system, ArcGIS and Google Earth Imagery to map and visualize different galamsey types under a hostile working environment. A total of 911 galamsey sightings, of which 547 were found in clusters (corresponding to approximately 7106 individual operational units) and 364 in stand-alone mode. Overall, a total of 7470 individual galamsey operations were encountered in 312 different communities (towns and villages). Operationally, the Alluvial Washing Board, Mill-House and Chamfi were found to be the three most popular and practiced galamsey types. The three main galamsey hotspot districts (out of the 11) are the Tarkwa Nsuaem (294 sightings and 3648 individual galamsey sites), Amenfi East (223 sightings and 1397 individual galamsey sites) and Prestea Huni-Valley Districts (156 sightings and 1130 individual galamsey sites). In terms of their activity statuses, 199 abandoned operations (entailing 1855 individual operations), 664 active (entailing 5055 individuals operations) and 48 semi-active (comprising 560 individuals within clusters) galamsey operations were sighted at the time of the study. While galamsey is generally acknowledged to be widespread in Ghana, the results suggest a scale that probably surpasses any previous estimate or expectation. The findings will adequately inform the prioritization of reclamation efforts.