Abstract

Full-text study on ScienceDirect at
https://www.sciencedirect.com/science/article/pii/S2950263225000985

Yemen faces a severe drinking water crisis due to rapidly declining groundwater and elevated fluoride concentrations exceeding WHO guidelines. In areas with fluoride contamination, such as Lahj and Al Dhale’a governorates, where groundwater is the only drinking water source available, the risks to public health are high. To address this, ZOA, an international relief and recovery organisation, in collaboration with Tezpur University, piloted the low-cost Fluoride Nilogon filter, developed by a Tezpur University group, across 300 households in Lahj governorate as Phase I in 2021. Based on its demonstrated effectiveness, the intervention was expanded in Phase II to 400 additional households in Al Dhale’a and a communal scale unit (18,000 L size) treating ~7000 L per batch, benefitting approximately 700 residents in Al Dhale’a governorate in 2024. This paper describes a study of the field performance of the filters in both phases, offering a scalable solution for decentralised fluoride alleviation in low-resource environments. The paper also includes a study of suitability of the crushed limestone for Fluoride Nilogon reactors for both phases of the intervention and the performance of the filters. The suitability of limestone for field use was analysed by obtaining four samples of limestone, viz., A and B in Phase I; and C and D in Phase II, obtained from various localities of Yemen, to choose the better one for field use. The results of the fluoride removal abilities of the limestone samples were correlated with major physicochemical characteristics of limestone, such as porosity, density, and chemical impurities.

    EXCERPTS:

     

    1. Introduction

    Groundwater constitutes a vital renewable natural resource integral to the hydrological cycle. Concomitant with population growth, dependence on groundwater is increasing exponentially, particularly in developing nations where it represents the primary source of potable water (Costantini et al., 2023, Xu et al., 2021). Over 2.5 billion individuals rely on groundwater for safe drinking water, out of which, more than 0.5 billion across 106 countries are affected by groundwater quality issues, including fluoride contamination (Shaji et al., 2021). Fluoride, a prevalent anion in groundwater worldwide, is essential for dental health when present in the optimal concentration of 0.5–1.0 mgL-1, which also helps prevent tooth decay. However, it possesses a significant challenge to the provision of safe drinking water when present in excess concentration with potential adverse health effect such as skeletal and dental fluorosis (Susheela, 2007). The World Health Organization (WHO) has prescribed an upper guideline value of 1.5 mgL-1 for fluoride in drinking water (WHO, 2017). Instances of elevated fluoride concentrations exceeding its guideline value have been documented in numerous countries across Americas, Africa, and Asia including the Middle East, rendering groundwater unsuitable for human consumption (Ahmad et al., 2022, Amini et al., 2008, Shaji et al., 2024).

    Access to safe drinking water remains tragically out of reach for millions in conflict-ridden regions. Yemen, situated in a semi-arid to arid zone, already faced significant water scarcity challenges. The ongoing conflict has precipitated a catastrophic humanitarian crisis, with access to safe drinking water drastically curtailed, and exacerbating existing vulnerabilities. In this context, access to safe drinking water is not just a challenge, but also a desperate struggle for survival, further compounding the already dire humanitarian situation in Yemen (UNICEF, 2025, Varisco, 2019, Weiss, 2015). Furthermore, many groundwater sources in Yemen contain fluoride concentrations above WHO guidelines, posing an additional health risk (Aqeel et al., 2017, Al-Hmani et al., 2024). In Yemen, bone disease and dental fluorosis are observed in many areas because of the excessive intake of fluoride (Baghel, 2015). Reports from the government indicate high fluoride content in groundwater in governorates such as Sana’a, Ibb, Dhamar, Taiz, Lahj, Al Dhale’a and Raimah, with concentrations far exceeding the guideline value prescribed by WHO (Al-Amry et al., 2020). While both the government and the Yemen WASH (Water, Sanitation and Hygiene) sector acknowledge the presence and risk of fluoride in drinking water, hardly any cost-effective interventions to reduce fluoride levels have taken place so far. This is mainly due to the lack of low-cost treatment options and the nature of short-term humanitarian interventions that focus on access and quantity of water supply rather than on quality.

    While providing fluoride-free surface water is the ideal solution to this problem, delivering this water via pipelines to remote and sparsely populated rural areas may be impractical due to logistical and economic constraints. Several defluoridation techniques based on adsorption, ion-exchange, precipitation, reverse osmosis, electrocoagulation, photocatalysis, membrane filtration and electrodialysis have been developed in the recent time (Arab et al., 2024, Gogoi and Dutta, 2016, Gourai et al., 2023; Nath and Dutta, 2010; Pan et al., 2019; Rathi et al., 2024).

    Selection of an appropriate defluoridation method remains a complex task, in humanitarian crisis settings like Yemen, where high fluoride concentration in groundwater demands a solution that is simultaneously highly efficient, cost-effective, and low energy. Conventional approaches such as adsorption are generally more cost-effective and simpler to implement but they are often limited by lower lifespan and require timely regeneration. Advanced technologies like membrane filtration and electrocoagulation offer superior performance but at the expense of higher operational costs (Crini and Lichtfouse, 2019). Reverse osmosis (RO) and electrodialysis, are constrained by their high energy demand and high capital cost making them unsuitable for remote, decentralized community use especially for treating water with high fluoride concentrations. A huge quantity of reject water is also another disadvantage of RO. Thus, there is a need for a robust, simple, and locally deployable technology that can achieve compliance with WHO standards without relying on a consistent power supply.

    The phosphoric acid–crushed limestone treatment (PACLT) method, popularly known as Fluoride Nilogon, is an effective hybrid adsorption and precipitation-based technology that has been increasingly implemented in several fluoride-affected regions of India with high fluoride levels (up to 20mgL-1), including Assam, Chhattisgarh, Odisha, Karnataka, and Rajasthan (Gogoi et al., 2015, Gupta et al., 2021, Mohan et al., 2020). The method was developed by a research group at Tezpur University in Assam, India and was implemented in some rural areas of Assam in the beginning, and so the Assamese word, Nilogon for removal, came in the name. Several studies have affirmed the environmental and economic sustainability of this approach, emphasizing its operational simplicity, minimal maintenance requirements, low implementation costs, and the notable advantage of functioning without the need for electricity (Das et al., 2025, Gogoi and Dutta, 2016, Gogoi et al., 2015, Gupta et al., 2021, Mohan and Dutta, 2020b, Mohan and Dutta, 2020a; Nath and Dutta, 2010). However, the efficiency of fluoride removal using the PACLT method is significantly influenced by various operational parameters, including the particle size of the crushed limestone, contact time, pH control, and the stoichiometric ratio between phosphoric acid and limestone. Furthermore, the quality parameters of the limestone, such as density, porosity, hardness, and presence of iron and aluminium impurities, determine suitability of the limestone for Fluoride Nilogon, though almost 60 % of the limestone samples from different mines or sources across India and the rift valley of Africa have been reported to be suitable (Mohan and Dutta, 2020a). Recent studies have demonstrated its potential for the simultaneous removal of other pollutants, such as hexavalent chromium, thereby extending the applicability of PACLT beyond fluoride mitigation (Das et al., 2025).

    ZOA (‘Zuidoost Azië’, Dutch words for ‘Southern Asia’), an international relief and recovery organization, has been actively involved in addressing the drinking water crisis in Yemen since 2012. Given the remote nature of the locations of Yemen, where ZOA encountered water sources with high fluoride levels, low-tech and low-cost options have been preferred to assess. In 2021, ZOA collaborated with Tezpur University and together conducted a pilot to introduce and test the Fluoride Nilogon filter among 300 households at three villages in Al Musaymir district of Lahj governorate. Following the successful implementation, demonstrated efficacy and wider adoption of the filter in this initial phase, ZOA expanded the project to the Al Dhale’a governorate in a second phase with 400 household filters and 1 community filter at 2 villages in Al Azariq and Al Hussein districts. The intervention areas are shown in Fig. 1.

    Fig. 1

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    Fig. 1. Map of intervention areas in Yemen and the source locations of limestone samples used in the present study: A – from Al Melah district, B, C & D – from Al Musaymir district.

    Here we report suitability study of four limestone samples, two each for phase I and phase II including detail characterization of the limestone, laboratory testing of suitability of the limestone to select the better ones in each phase complemented by performance in fluoride removal by the limestone samples in Fluoride Nilogon in series of laboratory defluoridation experiments. The evaluation of key physicochemical properties, including porosity, density, and chemical impurities, is crucial in determining the suitability of limestone for the Fluoride Nilogon method of defluoridation as these properties are anticipated to significantly influence the efficiency of the method (Mohan and Dutta, 2020b, Mohan and Dutta, 2020a). The resulting pH of the treated water, a critical parameter for water quality, was analysed.

    Results and discussion

    3.1. Physicochemical characterization of the crude limestone samples from Yemen

    The physicochemical characteristics of the limestone samples, A and B, which were collected for Phase I, and samples C and D, which were collected for Phase II, were examined to correlate with the fluoride removal ability of the crushed limestone by the Fluoride Nilogon method. The after-treatment characterization of limestone was reported earlier (Mohan and Dutta, 2020a, Nath et al., 2011).

    3.3. Field experience

    3.3.1. Intervention areas

    The intervention areas of both phases are given in Table 2. In Phase I, ZOA targeted 300 households Fluoride Nilogon filters across three villages in Lahj governorate for fluoride mitigation where the groundwater fluoride is 3.1mgL-1. In Phase II, 400 household Fluoride Nilogon filters were installed in Khouber village, Al Hussein district, along with a community-scale filter unit of 18,000 L total volume and 7000 L void volume or capacity of water treatment in a batch. The community filter was aimed to cater for 100 households in Habeel Ghabas village, Al Azariq district, Al Dhale’a governorate, in response to severe health concerns linked to chronic fluoride exposure. In Khouber village, residents report various health issues, including dental and skeletal fluorosis, arthritis, and other musculoskeletal disorders. The fluoride concentrations in the groundwater in these areas have alarmingly exceeded the WHO’s recommended limit of 1.5 mgL-1, reaching levels between 9.3mgL-1 and 10.5mgL-1.

    Table 2. Areas of intervention of fluoride removal from drinking water in Yemen in Phases I and II.

    Phase Governorate District Village Filter type No. of families
    Targeted Benefited
    Phase I
    2022
    Lahj Al Musaymir Fara’s Household 300 300
    Al Lojmah
    Al Oqma
    Phase II
    2024
    Al-Dhale’a Al Hussein Khouber Community 100 100
    Al Hussein Khouber Household 300 325
    Al Azariq Habeel Ghadas 100 75

    3.3.2. Design and cost

    Designed for simplicity and effectiveness, the system effectively reduces fluoride levels within three hours. The recurring operational costs are minimal, mainly requiring a daily addition of a small quantity of phosphoric acid.

    The detail life cycle cost of Fluoride Nilogon was already reported (Mohan et al., 2020). From the field results, it was clear that the limestone should work for at least a lifetime without needing replacement, replenishment, or regeneration until it is totally dissolved by the tiny quantity of PA added in every batch (Mohan et al., 2020). The estimated life of the crushed limestone bed of a household Fluoride Nilogon unit used twice a day with up to 20mgL-1 feed water is 39,210 batches or over 50 years. For estimating the recurring cost of Fluoride Nilogon, only the cost of phosphoric acid (PA) is considered

    For Fluoride Nilogon in Yemen, household water filtration units have a capital expenditure of USD 15 and an operational expenditure of USD 0.00063 per L, as only PA is needed and no manpower cost is involved. The capital expenditure of the 7000 L community filter was USD 18,000. The operational expenditure of the community filter has been estimated as USD 0.000293 per L, which accounts for USD 0.00023 and USD 0.00063 as the cost of manpower and of PA, respectively. These recurring costs are significantly lower than that of reverse osmosis (? USD 0.0061, considering USD 68.21 annual maintenance for 30 L daily consumption) and other adsorption-based fluoride removal filters (Mohan et al., 2020).

    3.3.5. User training, feedback, and challenges encountered

    Effective community engagement was essential to the successful installation of the filters. Awareness campaigns, training on filter maintenance, and educational workshops on fluorosis prevention and the safe use of phosphoric acid were conducted by ZOA Yemen. Pre-installation awareness sessions helped dispel misconceptions and ensured that beneficiaries participated in an informed and proactive manner.

    Whereas 54% of Phase I households used treated water solely for drinking purposes, most still utilised untreated water for cooking and thus may have been contributing to continued fluoride intake. This highlights the importance of encouraging the domestic use of treated water for all household purposes. At the initial stage, some of the users were hesitant to add PA to drinking water, suspecting its adverse health effect. However, they later understood that PA is a weak edible acid and is also used in soft drinks and for food preservation. Community awareness on fluoride health risks was done by ZOA Yemen in both phases. Most respondents demonstrated an understanding of fluoride toxicity and were able to identify symptoms of chronic exposure, especially among vulnerable groups such as children.

    User engagement with the filters was consistently high across both phases as was assessed through user feedback by ZOA Yemen. In Phase I, 98% of recipient households reported daily use of the filters due to ease of operation and convenience. Phase II experienced even greater adoption, with 99% of households actively using the filters and following the training guidelines. User feedback overall was extremely favourable, with 99% rating the filters as good, very good, or excellent both in performance and usability.

    3.3.6. Technical and operational challenges

    The work in the field and in Yemen in both phases was challenging due to political instability and a war-like situation existing in Yemen. There were difficulties in road communication from the ZOA office in Aden to the villages as well as internet communication, especially between ZOA Yemen and Tezpur University. The internet communication was totally disrupted once for some time due to bombing at the internet hub in Yemen during Phase I.

    During Phase I, following the initial activation of the limestone filtration system, fluoride levels unexpectedly increased rather than decreased. Investigations showed that the fluoride concentration in the treated water increased due to leaching of fluoride from the sand of the sand filter. The sand, which was initially used was reddish sand and was suspected to have fluoride impurity. So, the sand of the filters was replaced with clean grey-white sand, and the problem was solved.

    Another issue reported by the users was the occasional unavailability of phosphoric acid for replenishment, mentioned by 32% of households, primarily due to delays in distribution. But this had no major impact on the system’s overall functionality. However, another challenge now appears to be the continued supply of PA to the users as it is very difficult to get PA in the war-torn country due to absence of normal trade of neighbouring countries with Yemen. Even though some companies are ready to provide PA free of cost, it is difficult to find a transporter from a neighbouring country. However, PA is available in Yemen for about USD 100 per 35 kg of 85% PA. COLA industries in Yemen are using PA as an ingredient for their soft drink products. Fluoride Nilogon gives safe drinking water not only by removing excess fluoride but also by improving potability of the water in terms of some more relevant water quality parameters like TDS. With a very low recurring cost of only a tiny quantity of PA, no requirement of any maintenance, and a life-time of the crushed-limestone bed (Gupta et al., 2021, Mohan et al., 2020), the issue of sustainability of the filters now is not of any scientific or technological performance but of improved political and commercial situations.

    4. Conclusions

    A total of 700 household (HH) and a community Fluoride Nilogon filters, based on phosphoric acid-crushed limestone treatment (PACLT), were installed in water-strained Yemen as a low-cost intervention to the severe fluoride contamination of drinking groundwater by ZOA, an international NGO with technology and technical support from Tezpur University (TU). It was implemented in two phases, with 300 HH filters at Farás, Al Lojmah, and Al Oqma villages in Al Musaymir district of Lahj governorate in 2021 catering safe water for 300 families in Phase I. Encouraged by the success of Phase I, 325 HH filters to cater for an equal number of families and a community Fluoride Nilogon filter of 7000 L water capacity to cater for another 100 families at Khawber village in Al Hussein district and another 75 HH filters to cater for another 75 families were installed at Habeel Ghadas village in Al Azariq district, all in Al Dhale’a governorate in Yemen in Phase II in 2024. Suitability of two limestone samples, for each Phases, from sources from Musaymir district in Lahj governorate in Yemen were examined at TU. Based on physicochemical properties of the limestone complemented by the fluoride removal abilities by the limestones, one sample was selected for using in each phase though both samples examined for the Phase II were found to be almost equally suitable. The limestone samples examined for Phase II had more favourable porosity and Fe-Al impurity, along with much better fluoride removal ability compared to those for Phase I.

    The average initial fluoride concentrations were 3.2mgL-1 and 10.5mgL-1 in Phase I and Phase II, respectively. The fluoride concentrations of treated water samples from all 700 HH and one community Fluoride Nilogon filters conformed to the WHO guideline of 1.5mgL-1 for fluoride. In addition to that, Fluoride Nilogon filters were also found to improve TDS, electrical conduction, and pH to make the water more suitable for drinking. The Fluoride Nilogon proved technically feasible and well-accepted by users by consistently reducing fluoride concentrations from as high as 11.19mgL-1 to below the WHO guideline of 1.5mgL-1 in both household and community levels. Initial challenges, including fluoride leaching from sand and occasional phosphoric acid shortages, were resolved without major impact on system performance. High daily usage and positive user feedback indicate strong engagement, driven by effective training and awareness programs, highlighting its potential for wider deployment in fluoride-affected areas of Yemen to ensure safe, sustainable access to drinking water.

    CRediT authorship contribution statement

    Bereket Godifay Kahsay: Visualization, Investigation. Saranga Baishya: Formal analysis, Data curation. Gerrianne Pennings: Visualization, Investigation. Tushmita Das: Writing – original draft, Methodology, Investigation, Formal analysis, Data curation. Harm Bouta: Investigation, Funding acquisition, Conceptualization. Anwesha Chaliha: Data curation. Matthijs T. Wessels: Writing – review & editing, Visualization, Project administration, Investigation. Priya Devi: Data curation. Sara Bazarah: Visualization, Investigation. Dutta Robin Kumar: Writing – review & editing, Validation, Supervision, Resources, Funding acquisition, Conceptualization. Amal Hasan: Visualization, Investigation. Wasim Al Shehab: Visualization, Investigation. Hammam Mukred: Visualization, Investigation. Saleh Radhwan Mohammed: Visualization, Investigation. Melhani Akram Al: Visualization, Investigation. Mohammed Riyadh: Visualization, Investigation.

    Declaration of Competing Interest

    The authors declare that they have no conflict of interest.

    Acknowledgements

    The authors wish to thank the Mitswah Foundation for financially supporting both phases of the pilot fluoride removal projects.

    Data availability

    Data will be made available on request.

    References

    Abebe et al., 2018. B. Abebe, H.A. Murthy, E. Amare. Summary on adsorption and photocatalysis for pollutant remediation: mini review. J. Encapsulation Adsorpt. Sci., 8 (4) (2018), pp. 225-255,
    Google Scholar

    Ahmad et al., 2022. S. Ahmad, R. Singh, T. Arfin, K. Neeti. Fluoride contamination, consequences and removal techniques in water: a review. Environ. Sci. Adv., 1 (5) (2022), pp. 620-661, 10.1039/D1VA00039J
    View articleView in ScopusGoogle Scholar

    Al-Amry et al., 2020. A.S. Al-Amry, A. Habtoor, A. Qatan. Hydrogeochemical characterization and environmental impact of fluoride contamination in groundwater from Al-Dhala basin Yemen EJUABA, 1 (1) (2020), pp. 30-38. Google Scholar

    Al-Hmani et al., 2024. A. Al-Hmani, N.B. Jamaa, A. Kharroubi, B. Agoubi, G.M. Alwabr. Case-control study of drinking water quality in Yemen. EMHJ East. Mediterr. Health J., 30 (3) (2024), pp. 212-220
    Crossref
    View in ScopusGoogle Scholar

    Amini et al., 2008. M. Amini, K.I.M. Mueller, K.C. Abbaspour, T. Rosenberg, M. Afyuni, K.N. Møller, M. Sarr, C.A. Johnson. Statistical modeling of global geogenic fluoride contamination in groundwaters. Environ. Sci. Technol., 42 (10) (2008), pp. 3662-3668, 10.1021/es071958y
    View in ScopusGoogle Scholar

    Aqeel et al., 2017. A. Aqeel, A. Al-Amry, O. Alharbi. Assessment and geospatial distribution mapping of fluoride concentrations in the groundwater of Al-Howban Basin, Taiz-Yemen. Arab. J. Geosci., 10 (14) (2017), p. 312, 10.1007/s12517-017-3069-y
    View in ScopusGoogle Scholar

    Arab et al., 2024. N. Arab, R. Derakhshani, M.H. Sayadi. Approaches for the efficient removal of fluoride from groundwater: A comprehensive review. Toxics, 12 (5) (2024), p. 306, 10.3390/toxics12050306
    View in ScopusGoogle Scholar

    Baghel, 2015. A.M. Baghel. Prevalence of dental fluorosis in area of Yemen with above optimal level of fluoride in drinking water: An exploratory survey. RRJoD, 6 (2015), pp. 15-25
    Google Scholar

    Balan et al., 2001. E. Balan, A.M. Saitta, F. Mauri, G. Calas. First-principles modeling of the infrared spectrum of kaolinite. Am. Min., 86 (11-12) (2001), pp. 1321-1330, 10.2138/am-2001-11-1201
    View in ScopusGoogle Scholar

    Bamsaoud and Saeed, 2021, May. S.F. Bamsaoud, F.F.B. Saeed. Physical and chemical characteristics of Assaiq and Senah hot springs water in Hadhramout-Yemen and the assessment of water quality for drinking and irrigation purposes. J. Phys. Conf. Ser., 1900, IOP Publishing (2021, May), Article 012011, 10.1088/1742-6596/1900/1/012011
    View in ScopusGoogle Scholar

    Bis, 2012. Bis, I. 10500 Indian standard drinking water–specification, second revision, Bureau of Indian Standards, New Delhi, 2012. Google Scholar

    Costantini et al., 2023. M. Costantini, J. Colin, B. Decharme. Projected climate-driven changes of water table depth in the world’s major groundwater basins. Earths Future, 11 (3) (2023), Article e2022EF003068, 10.1029/2022EF003068
    View in ScopusGoogle Scholar

    Crini and Lichtfouse, 2019. G. Crini, E. Lichtfouse. Advantages and disadvantages of techniques used for wastewater treatment. Environ. Chem. Lett., 17 (1) (2019), pp. 145-155, 10.1007/s10311-018-0785-9
    View in ScopusGoogle Scholar

    Das et al., 2025. T. Das, S. Baroi, R. Saikia, R.K. Dutta. A hybrid method for simultaneous removal of hexavalent chromium and fluoride from drinking water in plug-flow mode. J. Sep. Sci., 60 (2) (2025), pp. 220-233, 10.1080/01496395.2024.2430639
    View in ScopusGoogle Scholar

    Gogoi and Dutta, 2016. S. Gogoi, R.K. Dutta. Mechanism of fluoride removal by phosphoric acid-enhanced limestone: equilibrium and kinetics of fluoride sorption. Desalin. Water Treat., 57 (15) (2016), pp. 6838-6851, 10.1080/19443994.2015.1010592
    View PDFView articleView in ScopusGoogle Scholar

    Gogoi et al., 2015. S. Gogoi, S.K. Nath, S. Bordoloi, R.K. Dutta. Fluoride removal from groundwater by limestone treatment in presence of phosphoric acid. J. Environ. Manag., 152 (2015), pp. 132-139, 10.1016/j.jenvman.2015.01.031
    View PDFView articleView in ScopusGoogle Scholar

    Gourai et al., 2023. M. Gourai, A.K. Nayak, P.S. Nial, B. Satpathy, R. Bhuyan, S.K. Singh, U. Subudhi. Thermal plasma processing of Moringa oleifera biochars: adsorbents for fluoride removal from water. RSC Adv., 13 (7) (2023), pp. 4340-4350, 10.1039/D2RA07514H
    View in ScopusGoogle Scholar

    Gupta et al., 2021. Gupta, A., Knight, J., Greggio, E., Hosken, A., Addressing high fluoride water supply with an integrated mitigation programme – a case study, @WaterAid 2021, 1-7. https://washmatters.wateraid.org/sites/g/files/jkxoof256/files/202107/Case%20Study%203%20India%20DIGITAL.pdf
    Google Scholar

    Madejová, 2003. J.J.V.S. Madejová. FTIR techniques in clay mineral studies. Vib. Spectrosc., 31 (1) (2003), pp. 1-10, 10.1016/S0924-2031(02)00065-6
    View PDFView articleView in ScopusGoogle Scholar

    Mohan and Dutta, 2020b. R. Mohan, R.K. Dutta. Continuous fixed-bed column assessment for defluoridation of water using HAp-coated-limestone. J. Environ. Chem. Eng., 8 (4) (2020), Article 103840, 10.1016/j.jece.2020.103840
    View PDFView articleGoogle Scholar

    Mohan and Dutta, 2020a. R. Mohan, R.K. Dutta. A study of suitability of limestone for fluoride removal by phosphoric acid-crushed limestone treatment. J. Environ. Chem. Eng., 8 (6) (2020), Article 104410, 10.1016/j.jece.2020.104410
    View PDFView articleView in ScopusGoogle Scholar

    Mohan et al., 2020. R. Mohan, S. Gogoi, A.J. Bora, G. Baruah, S. Bordoloi, A.A. Ali, H.R. Sarma, R.K. Dutta. Field experience of Fluoride Nilogon. Curr. Sci., 118 (2) (2020), pp. 255-263, 10.18520/cs/v118/i2/255-263
    View in ScopusGoogle Scholar

    Nath et al., 2011. S.K. Nath, S. Bordoloi, R.K. Dutta. Effect of acid on morphology of calcite during acid enhanced defluoridation. J. Fluor. Chem., 132 (1) (2011), pp. 19-26, 10.1016/j.jfluchem.2010.10.007
    View PDFView articleView in ScopusGoogle Scholar

    Nath and Dutta, 2010. S.K. Nath, R.K. Dutta. Fluoride removal from water using crushed limestone. Indian J. Chem. Technol., 17 (2) (2010), pp. 120-125. View in Scopus
    Google Scholar

    Pan et al., 2019. S.Y. Pan, A.Z. Haddad, A.J. Gadgil. Toward greener and more sustainable manufacture of bauxite-derived adsorbents for water defluoridation. ACS Sustain. Chem. Eng., 7 (22) (2019), pp. 18323-18331, 10.1021/acssuschemeng.9b03649
    View in ScopusGoogle Scholar

    Rate and McGrath, 2022. A.W. Rate, G.S. McGrath. Data for assessment of sediment, soil, and water quality at Ashfield flats reserve, Western Australia. Data Brief., 41 (2022), Article 107970, 10.1016/j.dib.2022.107970
    View PDFView articleView in ScopusGoogle Scholar

    Rathi et al., 2024. B.S. Rathi, P.S. Kumar, G. Rangasamy, M. Badawi, T.M. Aminabhavi. Membrane-based removal of fluoride from groundwater. Chem. Eng. J., 488 (2024), Article 150880, 10.1016/j.cej.2024.150880
    View PDFView articleView in ScopusGoogle Scholar

    Reardon and Wang, 2000. E.J. Reardon, Y. Wang. A limestone reactor for fluoride removal from wastewaters. EST, 34 (15) (2000), pp. 3247-3253, 10.1021/es990542k
    View in ScopusGoogle Scholar

    Sdiri et al., 2012. A. Sdiri, T. Higashi, F. Jamoussi, S. Bouaziz. Effects of impurities on the removal of heavy metals by natural limestones in aqueous systems. J. Environ. Manag., 93 (1) (2012), pp. 245-253, 10.1016/j.jenvman.2011.08.002
    View PDFView articleView in ScopusGoogle Scholar

    Shaji et al., 2021. E. Shaji, M. Santosh, K.V. Sarath, P. Prakash, V. Deepchand, B.V. Divya. Arsenic contamination of groundwater: a global synopsis with focus on the Indian Peninsula. Geosci. Front, 12 (3) (2021), Article 101079, 10.1016/j.gsf.2020.08.015
    View PDFView articleView in ScopusGoogle Scholar

    Shaji et al., 2024. E. Shaji, K.V. Sarath, M. Santosh, P.K. Krishnaprasad, B.K. Arya, M.S. Babu. Fluoride contamination in groundwater: A global review of the status, processes, challenges, and remedial measures. Geosci. Front, 15 (2) (2024), Article 101734, 10.1016/j.gsf.2020.08.015
    View PDFView articleView in ScopusGoogle Scholar

    Susheela, 2007. Susheela, A.K. A treatise on fluorosis, Revised 2nd ed., Fluorosis Research and Rural Development Foundation, New Delhi, 2007.
    Google Scholar

    Turek et al., 2019. A. Turek, K. Wieczorek, W.M. Wolf. Digestion procedure and determination of heavy metals in sewage sludge— an analytical problem. Sustain, 11 (6) (2019), p. 1753, 10.3390/su11061753
    View in ScopusGoogle Scholar

    Turner et al., 2005. B.D. Turner, P. Binning, S.L.S. Stipp. Fluoride removal by calcite: evidence for fluorite precipitation and surface adsorption. Environ. Sci. Technol., 39 (24) (2005), pp. 9561-9568, 10.1021/es0505090
    View in ScopusGoogle Scholar

    UNICEF, 2025. UNICEF, https://www.unicef.org/yemen/water-sanitation-and-hygiene
    Google Scholar

    Varisco, 2019. D. Varisco. Pumping Yemen dry: a history of Yemen’s water crisis. Hum. Ecol., 47 (3) (2019), pp. 317-329, 10.1007/s10745-019-0070-y
    View in ScopusGoogle Scholar

    Weiss, 2015. M.I. Weiss. A perfect storm: the causes and consequences of severe water scarcity, institutional breakdown and conflict in Yemen. Water Int, 40 (2) (2015), pp. 251-272, 10.1080/02508060.2015.1004898
    View in ScopusGoogle Scholar

    WHO, 2017. WHO. Guidelines for Drinking-water Quality, Incorporating the First and Second Addenda. World Health Organization, Geneva (2017)
    Google Scholar

    Xu et al., 2021. B. Xu, S. Liu, J.L. Zhou, C. Zheng, J. Weifeng, B. Chen, T. Zhang, W. Qiu. PFAS and their substitutes in groundwater: occurrence, transformation and remediation. J. Hazard. Mater., 412 (2021), Article 125159, 10.1016/j.jhazmat.2021.125159
    View PDFView articleView in ScopusGoogle Scholar

    Yemeni-Standards-for-Drinking-Water-Quality, 2006. Yemeni-Standards-for-Drinking-Water-Quality,2006, https://www.researchgate.net/Fig./YemeniStandards-for-Drinking-Water-Quality_tbl1_226798069
    Google Scholar