Residue: tailings, red mud and why density rules
Leach residue, tailings and red mud — the solids a circuit discards — and why they are managed by density and rheology. The tie to thickening and slurry, and dry-stack versus slurry deposition at concept level.
The idea
Every circuit discards more solid than it sells. The leached-out gangue, the iron-removal precipitates, the bauxite residue from a Bayer circuit — collectively the residue or tailings — is the largest mass stream most plants produce, and managing it is a closure problem as serious as recovering the metal. How it is handled is governed, more than by anything else, by its density and its rheology.
What the residue is
Residue takes several forms. Leach residue is the solid left after the value has been dissolved out — spent ore, unreacted gangue, precipitated impurity phases. Tailings is the general term for the discarded slurry of fine solids and liquor leaving the circuit. Red mud is the specific, iron-rich, highly alkaline residue of the Bayer alumina process, a large-volume case of its own. All of them arrive as a slurry, and all of them must be dewatered, transported and deposited somewhere stable.
Why density rules
The mass of dry solid is fixed by the ore; what the engineer controls is how much water leaves with it, and that is a density question. A dilute tailings slurry is cheap to pump but carries enormous water, loses soluble value, and deposits as a weak, slow-settling mass; a thickened, high-density slurry or a filtered cake recovers that water for recycle, loses less value, and deposits as a stronger, more stable solid. So residue is engineered by its percent solids and slurry density — the same slurry relations of Module 2 — because that single property sets the water recovered, the pumpability, the volume of the deposit and its stability. The rheology follows from the density: as solids concentration rises, the slurry stops behaving like a liquid and develops a yield stress, which decides whether it can be pumped, how it flows on deposition, and what slope it holds. Density is the lever; rheology is what the lever moves.
Dry-stack versus slurry deposition
At the concept level there are two broad deposition routes, distinguished by how much water is left in the residue. Slurry deposition pumps the tailings as a flowable slurry to an impoundment, where it settles and consolidates — operationally simple but water-heavy and dependent on the retaining structure. Dry-stacking filters the tailings to a damp cake that is trucked or conveyed and compacted into a stable stack — more processing and cost, but far less water and a more stable landform. The choice between them is a density choice writ large: how far up the percent-solids scale the circuit dewaters before it deposits. The worked thread runs the slurry-density relation that underlies all of it; the slurry-density and slurry-mass-balance calculators size the streams, and the thickening topic earlier in the path is where the density is made.
Diagram
Now run it
- Slurry density calculator →Calculator
Compute slurry density and the mass/volume phase fractions from the liquid and solids densities and the percent solids — the property that governs how residue is dewatered and deposited.
- Slurry mass balance calculator →Calculator
Split a residue or tailings stream into solids and liquid mass and volume flows to size the deposition and water-recovery streams.
Worked thread
How much water leaves with a residue is a slurry-density question. The slurry-density calculator’s committed example shows the property and the mass-versus-volume gap that governs dewatering and deposition, for quartz-like solids in water.
- 01Liquid (water) density 1000 kg/m³, solids density 2650 kg/m³, 30% solids by mass.
- 02ρ_slurry = 1 / (0.30 / 2650 + 0.70 / 1000)
- 03ρ_slurry = 1 / (0.0001132 + 0.0007000) = 1 / 0.0008132 ≈ 1229.6 kg/m³
- 04Cv = (0.30 / 2650) / 0.0008132 ≈ 0.139 — only 13.9% solids by volume.
- 05The gap (30% by mass, ~14% by volume) is why a residue carries so much water, and why pushing the percent solids up before deposition recovers so much of it.
At 30% solids by mass the slurry density is ≈ 1229.6 kg/m³ and the solids are only ≈ 13.9% by volume — the density-driven water content that residue management exists to control.
slurry-density calculator committed worked example (1000 and 2650 kg/m³, 30% solids by mass → 1229.6 kg/m³, Cv ≈ 13.9%).
Sources
- •Jewell, R.J. & Fourie, A.B. (eds.), Paste and Thickened Tailings — A Guide, 3rd ed., 2015.
- •Wills, B.A. & Finch, J.A., Wills’ Mineral Processing Technology, 8th ed., 2016.
- •Habashi, F., Textbook of Hydrometallurgy, 2nd ed., 1999.
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