NivaarExam PrepOfficial exam papers ↗

24-MMP-B5 Mineral Processing Design and Operations · Undated paper

Question 3 of 8: Vibrating screen sizing and cost

Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)

Notes on this paper

National Exam 09-MMP-B5, Mill Design and Operations — May 2019, 3 hours. Candidates were instructed to answer any 6 of the 8 questions (each of equal value, 16.7%); all 8 are solved below as a complete study resource.

Reference texts: Wills' Mineral Processing Technology (B.A. Wills & J. Finch, 8th ed., Butterworth-Heinemann) — Ch. 4 Comminution, Ch. 8 Screening, Ch. 9 Classification, Ch. 12 Froth Flotation, Ch. 13 Leaching, Ch. 14 Solid-Liquid Separation; Mular, Halbe & Barratt (eds.), Mineral Processing Plant Design, Practice and Control (SME, 2002); Mular & Poulin, CIM Special Volume 47 (1998) preliminary capital cost estimation; Doll & Barratt (2010) SAG mill design correlations; SME Mining Engineering Handbook (3rd ed.).

Question 3: Vibrating screen sizing and cost (3/6)

Question text not reproduced: the examination questions are © Engineers and Geoscientists BC. Open the official past paper (linked at the top of this page) to read the question, then follow the worked solution below.

Given. Screen feed = crusher discharge from Question 2, 1,051.8 t/h (converted to short tons: $1{,}051.8\times1.10231=1{,}159.4$ st/h). 15 mm aperture; screen feed is 51.0% passing 15 mm (49.0% oversize) and 18.2% passing 7.5 mm (half-aperture). Ore-characteristics coefficient $K=1.18$; safety factor 20%; four crushers selected in Q2 (1:1 screen ratio). Appendix chart readings (VSMA-style basic-capacity method): basic capacity at 15 mm aperture $Q\approx4.26$ short tons/ft²/h; oversize correction factor at 49% oversize $C\approx1.19$; half-size correction factor at 18.2% passing half-aperture $M\approx0.60$.

Find. Net screen area (with 20% safety factor), screen dimensions, and preliminary current cost.

Approach. Apply the appendix's basic-capacity method, $A=\dot m/(C\times M\times K\times Q)$, inflate by the safety factor, then split across the number of screens set by the 1:1 crusher ratio and select the smallest table dimension that clears the per-screen requirement.

  1. Net area from the basic-capacity method. $$A_{\text{net}}=\frac{\dot m_{\text{screen feed}}}{C\times M\times K\times Q}=\frac{1{,}159.4}{1.19\times0.60\times1.18\times4.26}=\boxed{322.7\ \text{ft}^2}$$
  2. Apply the 20% safety factor. $$A_{20\%}=322.7\times1.20=\boxed{387.3\ \text{ft}^2}$$
  3. Split 1:1 with the four crushers. Each of the 4 screens must clear $387.3/4=96.8\ \text{ft}^2$. From the appendix's screen-dimensions table, the smallest single-deck (top-deck) size clearing this is 7' × 16' (104.0 ft² per unit); 4 units give $4\times104.0=416.0\ \text{ft}^2\geq387.3\ \text{ft}^2$.
  4. Preliminary cost. $X=W^2L=7^2\times16=784\ \text{ft}^3$ per screen: $$\text{Cost}_{\text{screen}}=2{,}033\times784^{0.5172}=\$63{,}800/\text{unit}$$ $$\text{Total (4 screens)}=\boxed{\$255{,}400}$$
Final Results — Question 3
QuantityValue
Net area (before safety factor)322.7 ft²
Net area (with 20% SF)387.3 ft²
Selected screen(s)4 × 7' × 16' single-deck (104.0 ft² each)
Preliminary cost, total≈ USD 255,400
Check: the basic-capacity, oversize-correction and half-size-correction values are read visually off the appendix charts (short tons/ft²/h vs. aperture; correction factor vs. % oversize; correction factor vs. % feed passing half-aperture) — a ruler-and-eye reading, with roughly ±5% chart-reading tolerance on each factor. Note the extraction's fabricated "Factor A-H" tables were NOT used anywhere in this solution.