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Published on: February 21, 2017
Effects of additives on solidification of API separator sludge.
A Faschan1, M Tittlebaum, F Cartledge
1Hazardous Waste Research Center, Louisiana State University, 70803, Baton Roudge, LA, USA.
Solidifying API separator sludge with binders like Portland cement and flyash, along with absorbent additives such as organoclays, improved physical properties and significantly reduced contaminant leaching. Organoclays were particularly effective in minimizing the release of organic constituents.
Area of Science:
- Environmental Engineering
- Geotechnical Engineering
- Waste Management
Background:
- API separator sludge poses environmental risks due to its physical and leaching characteristics.
- Effective solidification is crucial for safe disposal and potential reuse of industrial byproducts.
Purpose of the Study:
- To evaluate the efficacy of various binders and absorbent soil additives in solidifying API separator sludge.
- To assess the impact of these materials on the physical properties and leachability of the sludge.
Main Methods:
- Solidification of sludge using Type I Portland Cement, Type C Flyash, and their combination as binders.
- Incorporation of absorbent soil additives: bentonite, diatomite, Fuller's earth, and organoclays.
- Evaluation of physical characteristics, strength, and leaching behavior of the solidified sludge.
Main Results:
- Portland cement and combination binders provided adequate physical and strength characteristics.
- Additive's water affinity influenced the physical properties of the solidified sludge.
- Binders alone reduced organic constituent leachability by 80-90%.
- Organoclay additives further reduced leachability by up to 50%.
Conclusions:
- Combination binders are effective for sludge solidification, enhancing physical properties.
- Absorbent additives, especially organoclays, significantly reduce contaminant leachability.
- Additive absorption capacity correlates with reduced organic constituent leaching, offering a viable waste management strategy.
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