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Convective drying kinetics of faecal sludge from VIP latrines
J Pocock1, S Septien2, B S N Makununika2
1Chemical Engineering Discipline, University of KwaZulu-Natal, 4041, Durban, South Africa.
Heliyon
|May 2, 2022
Summary
This study investigated thermal drying of faecal sludge from ventilated improved pit (VIP) latrines. Findings reveal temperature and pellet size significantly impact drying rates, crucial for optimizing sanitation technologies.
Area of Science:
- Environmental Engineering
- Chemical Engineering
- Sustainable Sanitation
Background:
- Sustainable sanitation requires effective treatment of faecal sludge.
- Thermal drying is key for moisture removal and disinfection in faecal sludge management.
- Understanding drying kinetics is vital for designing efficient faecal sludge treatment technologies.
Purpose of the Study:
- To investigate the drying kinetics of faecal sludge from ventilated improved pit (VIP) latrines.
- To determine the influence of temperature, relative humidity, and air velocity on drying rates.
- To develop a predictive model for faecal sludge drying times.
Main Methods:
- Faecal sludge samples from VIP latrines were dried using a convective drying thermobalance.
- Drying experiments were conducted by varying temperature (40-80 °C), relative humidity (0-25%), and air velocity (0.3-1.2 mm/s).
- Samples were tested in thin layers and as pellets (8-14 mm diameter); kinetic parameters were determined and compared to existing models.
Main Results:
- Drying rates ranged from 1-40 g/min/m², with drying times between 100-300 min.
- Higher temperatures and lower pellet diameters/relative humidity increased drying kinetics.
- Temperature had the most significant impact, followed by pellet diameter, then relative humidity; air velocity had a minor effect.
Conclusions:
- A new correlative drying model was developed based on the Page model, accurately predicting drying times.
- The model can serve as an analytical tool for designing, operating, and optimizing faecal sludge drying equipment.
- Effective diffusivity increased with temperature, with an activation energy of 23 kJ/mol, typical for wastewater sludge.
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