Question 2 of 3: Two-Stage Grinding Circuit – Circulating Load, Water Balance, Bond Power
Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)
Notes on this paper
EGBC National Exam — Mining and Mineral Processing Engineering, 09-MMP-A3 Mineral Processing (National Exams May 2019). 3 hours duration, closed book; only an approved Casio or Sharp calculator permitted. Three questions constitute a complete exam paper (100 marks total).
Reference texts: Wills & Finch, Wills' Mineral Processing Technology, 8th ed. (comminution and Bond's Third Theory – Ch. 6; classification and hydrocyclones – Ch. 9; froth flotation, cells and flotation columns – Ch. 12; metallurgical balances, recovery/economic efficiency – Ch. 1 & 12; particle characterization, sedimentation and gravity concentration – Ch. 1 & 10); Taggart, Handbook of Mineral Dressing (classical definition of metallurgical/economic efficiency); SME Mining Engineering Handbook, 3rd ed. (porphyry copper mill flowsheets); BC Health, Safety and Reclamation Code for Mines for the Canadian regulatory context.
Question 2: Two-Stage Grinding Circuit – Circulating Load, Water Balance, Bond Power (26 marks)
Given. Fresh feed $F=100$ t/h solids enters the rod mill (open circuit); its discharge is the new feed to the closed ball-mill/hydrocyclone loop. Sump dilution water contains no solids, so it changes each stream's %-solids but not its dry size-distribution weight fraction. Circuit data as tabulated above.
Fig. 2 – Grinding circuit: rod mill discharge (fresh feed) and cyclone underflow (recycle) combine ahead of the ball mill; ball mill discharge reports to the sump with dilution water, then to the cyclone via the pump.
Find. (1) Circulating load, $CL$ (%); (2) dilution water added at the sump (t/h); (3) ball mill power (kW); (4) SG of the cyclone underflow slurry.
Approach. Dilution water carries no solids, so the ball mill discharge's own wt%-passing-74µm equals the cyclone FEED's size split; apply the two-product formula around the cyclone for the circulating load, then convert every stream's solids tonnage to slurry/water tonnage via its own %-solids for the sump water balance. For the Bond power, use the circuit's overall fresh feed size ($F_{80}=$ rod mill discharge) and overall product size ($P_{80}=$ cyclone overflow) – Bond's specific energy applies to the fresh feed rate, not the gross recirculating tonnage.
(1) Circulating load. Two-product formula around the hydrocyclone, using %-74µm as the size tracer (feed $=$ ball mill discharge $=40\%$, overflow $=75\%$, underflow $=25\%$):
$$CL=\frac{o-f}{f-u}\times100=\frac{75-40}{40-25}\times100=\boxed{233.3\%}$$
So underflow $U=2.333\times100=233.3$ t/h solids (overflow $O=100$ t/h $=$ fresh feed, confirming steady state).
(2) Dilution water. Ball mill discharge (= cyclone feed) solids $=F+U=100+233.3=333.3$ t/h; convert each stream to slurry/water using its sampled %-solids:
$$\text{Ball mill discharge: }\frac{333.3}{0.77}=432.9\ \text{t/h slurry}\ \Rightarrow\ 99.6\ \text{t/h water}$$
$$\text{Overflow: }\frac{100}{0.35}=285.7\ \text{t/h slurry}\ \Rightarrow\ 185.7\ \text{t/h water}$$
$$\text{Underflow: }\frac{233.3}{0.75}=311.1\ \text{t/h slurry}\ \Rightarrow\ 77.8\ \text{t/h water}$$
The sump combines ball mill discharge with dilution water to form the cyclone feed (overflow $+$ underflow); water balance around the sump/cyclone loop gives:
$$\text{Dilution water}=(185.7+77.8)-99.6=\boxed{163.9\ \text{t/h}}$$
(3) Ball mill power (Bond's Third Theory). The circuit's overall fresh feed size is the rod mill discharge ($F_{80}=900\ \mu\text{m}$) and its overall product size is the cyclone overflow ($P_{80}=81\ \mu\text{m}$); Bond's specific energy is per tonne of FRESH feed, applied with no circulating-load correction:
$$W=10W_i\left(\frac{1}{\sqrt{P_{80}}}-\frac{1}{\sqrt{F_{80}}}\right)=10(14)\left(\frac{1}{\sqrt{81}}-\frac{1}{\sqrt{900}}\right)$$
$$=140(0.1111-0.03333)=\boxed{10.89\ \text{kWh/t}}$$
$$P=W\times F=10.89\times100=\boxed{1089\ \text{kW}}$$
(4) SG of the cyclone underflow slurry. At 75% solids by weight (ore SG 3.0, water SG 1.0), the slurry SG follows from the reciprocal (volume-additive) mixing rule:
$$\frac{1}{SG_{\text{slurry}}}=\frac{0.75}{3.0}+\frac{0.25}{1.0}=0.25+0.25=0.50\ \Rightarrow\ SG_{\text{slurry}}=\boxed{2.00}$$