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Original Research | Open Access

Resource recovery pathways for grit from faecal sludge and wastewater pre-treatment

Swaib Semiyagaa( )Sophia M. BabaleaJames AsingwireaCollin IrumbaaMusa Mangab,cRonald SakayadNajib L. BateganyaeRobinah N. Kulabakoa
Department of Civil and Environmental Engineering, College of Engineering, Design, Art and Technology, Makerere University, P.O. Box 7062, Kampala, Uganda
Department of Environmental Sciences and Engineering, The University of North Carolina at Chapel Hill, 166 Rosenau Hall, 135 Dauer Drive, Campus Box # 7431, NC, 27599, Chapel Hill, NC, USA
Department of Construction Economics and Management, College of Engineering, Design, Art and Technology, Makerere University, P.O. Box 7062, Kampala, Uganda
Lubigi Faecal Sludge and Wastewater Treatment Plant, National Water and Sewerage Corporation (NWSC), P.O. Box 7010, Kampala, Uganda
The Gates Foundation, Water, Sanitation and Hygiene Program, 500 Fifth Avenue North, Seattle, WA, 98109, USA
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Highlights

• Faecal sludge (FS) grit production is 6.2 m3/1000 m3 FS (wet); while wastewater (WW) grit is 0.077 m3/1000 m3 WW.

• FS grit had high nutrient content: OC (30.3%), TN (2.9%), CEC (90.6 meq/100g) suitable for soil conditioning.

• WW grit contained >98% sand-sized particles suitable for sand substitution in construction.

• Both WW and FS grit had suitable C/N ratios (10.5–19.5) for use as compost bulking agents.

• Elevated E. coli (>105 CFU/100 mL) require grit pre-treatment before use.

Abstract

This study explores the under-researched potential of grit generated from wastewater (WW) and faecal sludge (FS) treatment in low-income settings. It characterized grit from both streams during wet and dry seasons and identified viable reuse pathways. FS grit was found to have high organic carbon (30.3%), nitrogen (2.9%), and cation exchange capacity (90.6 meq/100 g), supporting its reuse as a soil conditioner. The WW grit contained over 98% sand-sized particles, making it suitable as a partial replacement for sand in non-structural concrete. Additionally, the physical characteristics of both grit types support their use as bulking agents in composting and in landscaping or road subbase applications. However, both grit types exceeded safe pathogen thresholds, with E. coli counts above 105 CFU/100 mL, necessitating pre-treatment. The study highlights that FS treatment plants produce more grit (6.2 m3/1000 m3) than WW systems (0.077 m3/1000 m3), reinforcing the need for strategic management. The findings show that both FS and WW grit possess distinct, complementary qualities that, when treated and applied appropriately, offer valuable opportunities for resource recovery in the sanitation and construction sectors. This supports circular economy objectives and provides a pathway to more sustainable grit management in low- and middle-income countries.

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References

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Circular Economy
Article number: 100211

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Cite this article:
Semiyaga S, Babale SM, Asingwire J, et al. Resource recovery pathways for grit from faecal sludge and wastewater pre-treatment. Circular Economy, 2026, 5(3): 100211. https://doi.org/10.1016/j.cec.2026.100211

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Received: 17 September 2025
Revised: 15 April 2026
Accepted: 24 April 2026
Published: 17 June 2026
© 2026 The Author(s).

This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).