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The Role of Cleaner-Production in

Ensuring a Cleaner Processing and Mining

Environment in a Developing African

Country. Case of a Midlands Steel Smelting

Plant in Zimbabwe

Simon Chinguwa1,

Masters in Manufacturing Systems and Operations Management (UZ), B.Eng Industrial and Manufacturing Engineering Hons (NUST)

[email protected]

Tauyanashe Chikuku2,

Masters In Manufacturing Systems And Operations Management, BSc Mechanical Engineering Hons, Grad C.E. (UZ)

[email protected]

TinasheMandikwaza3 BSc Mechanical Engineering Hons (UZ)

[email protected] Abstract

Mines and Mineral Processing Plants are major contributors to high dust emission. This paper explores Cleaner Production Opportunities, to ensure lower risk of dust explosion, minimum health & safety risks, reduction in environmental issues, operations closer to urban areas, reduction in maintenance and cleaning costs, minimum product shrinkage, load trucks and rail cars faster and to load stockpiles cleanly. The green methods will involve a walk through processing plant and identifying cleaner production opportunities. Characterisation of dust was also done.

Dust Control Methods are going to be reviewed with the aim of minimizing dust-raising, containing it, suppressing it or extracting and collecting the dust eventually. The paper will also design and recommend specific methods of dust reduction for specific operations.

Key words: Mine, Processing, Dust Control, Cleaner-Production, Environmental Management, Respirable Dust, Inhalable Dust, Reengineering.

1.0 Introduction

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2.0 Plant High dus and Vibr crushing, concentra refining other min The most Fig(2.1) Final pro ore/water processes remove s

Fig 2.1 Mid

3.0Aims This rese processin The obje   4.0 Meth       t Description st-emission ar ating Feeders , screening an ation processe are done. Chr nes are blende t produced all is a process f

ocessing of th r slurry, whic s are used, P surface moistu

dlands Crushing a

earch seeks t ng industry ma

ectives of the assess the cu environmenta identify the b as to reduce 3mg/m3 for environment. hodology Literature Sur Walk Throug Detailed analy Evaluate Clea Optimal Desi Economic An n

reas are Conve . The Steel Sm nd grinding of

es including d rome that is m ed with carbo loy is high ca flow diagram

he ores is acc ch reduces par M emissions ure. Drying is

and Screening Se

to increase w aking use of C

research are urrent measur al and health r est available d

dust emissio respirable du

rvey gh a Mineral P

ysis of proces aner Productio ign of dust Co nalysis

eyor Transfer melting Plant i f ore; the sepa drying, calcini

mined at the on and flux an arbon ferrochr for the crushin

complished b rticulate matt can be consi done in natur

ectionProcess Flo

worker safety Cleaner Produ

e to;

res taken to c risks around

dust reduction ns to levels b ust), using C

Processing Plan ss operations on opportuniti ontrol Methods

r Points, Crush in Midlands Z aration of val ing, or pelleti Sister Mine o nd then smelte rome followed ng and screen

by Ball Mills ter (PM) emis iderable. The ral gas-fired ro

ow

y and reduce uction Opportu

contain the d a mineral pro n opportunitie below the ex Cleaner Prod

ant

ies arising wit s

hers, Tipping Zimbabwe, is

luable minera izing of conce of the Process ed in differing d by high carb ning section of

and Rod Cru ssions to negl e concentrated otary dryers. environment unities. dust problem cessing plant s for the vario xposure limits duction princi

thin the plant

and Loading a mineral proc ls from matrix entrates to eas sing Plant and g proportions bon and low c f the plant.

ushers. Grind ligible levels d mineral pro

tal impacts o

on dust cont

ous process op s (10 mg/m3

iples within

Bays, Screen cessing plant x rock throug se further han d iron ore bou

to form vario carbon steels.

ding is perfor but when dry oducts may be

of dust in mi

trol so as to

perations of th for inhalable

a mining or

ning Areas where the gh various ndling and ught from ous alloys. Below in rmed with y grinding e dried to

ining and

minimize

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5.0 Literature Survey

5.1 Environmental Management Standards

5.1.1 Environmental Management Agency (EMA) is a legislative instrument promulgated by the Ministry of Environment Zimbabwe. From Atmospheric Pollution Control, (CAP.20:27) regulations of 2009 from (EMA 2007) the (EMA) refer to ‘fugitive dust’ and ‘particulate matter’ in the environment and work space.

5.1.2 International standards Occupational Safety and Health Administration Permissible Exposure Limit (OSHAPEL) gives an enforceable standard that must not be exceeded during any 8 hour work shift of a 40 hour week. The exposure limits are 15mg/m3 for inhalable dust and 5mg/m3 for respirable dust.

5.1.3 American Conference of Governmental Industrial Hygienists (ACGIH).

This level is a recommended time-weighted average (TWA) upper limit exposure for a normal 8-10 hour working day of a 40 hour week. The exposure limits are 10 mg/m3 for inhalable dust and 3mg/m3 for respirable dust.

5.1.4 The Control of Substances Hazardous to Health (COSHH), 2002 Regulations, UK

The COSHH definition of a substance hazardous to health includes dust of any kind when present at a concentration in air equal to or less than 10 mg/m3 for an 8-hour TWA of inhalable dust or 4 mg/m3 for an 8-hour TWA of respirable dust. This means that any dust will be subject to COSHH if people are exposed above these levels.

5.1.5 Units for Exposure Limits (literature)(mg/m3). For gases and vapours the concentration is also, with a few exceptions, indicated in parts per million (ppm) by volume. The following conversion formula can be used to convert from ppm to mg/m3.

Concentration in. ……….... (1)

Where 24.45 = Molar Volume in litres at 25 0C and 101.3 kPa.

To characterise the dust we used Du`1st Deposition Gauges g/m /month, Dust and Particulate Monitor1μgm-3 to 2500 mgm-3

5.2 Dust Control Methods (Cheng and Zukovich, 1973).

5.2.1 Dust Collection System

Dust collection systems use ventilation principles to capture the dust-filled airstreams and carry it away from the source through duct-work to the collector..

5.2.2 Dust Collection System for Ore Dryer

The hood must be enclosed as much as possible so as to keep out air currents surrounding it as shown above. Proper duct velocity for most ore dust applications should be between 3500ft/ min to 4000fit/min. Lower speeds cause falling, resulting in clogging and too high speeds result in erosion of elbows.

The efficiency of a dust collector is the filtration efficiency of the unit and the capture efficiency of its inlet. For collectors properly designed to trap respirable dust, the filtration efficiency is as high as 90%-95%.

5.2.3 Wet Dust Suppression Systems

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5.2.4 Pla

This met due to its system is Enclosur tolerate e control e precede a 5.2.5 Wa This met amount o coal mini of consid studies h (MRDE prevent proportio hardware Water an which in of 20% t 1984)

Fig (5.1): F

5.2.6 Des The spray critical. F pressure factors: 5.2.7 Dro The nozz decreases pressures wet dust systems. high-pres

ain Water Spr

thod uses plain s high surface

s simple to d re tightness is

excessive moi efficiency is l

a screen is req

ater Spray wi

thod uses surf of attention, p ing because o derable resear have shown a 1981; Chande blinding. Equ oning equipm e is necessary.

nd a special b creases wettin to 60% comp

Foam Spray Point

sign of a Wat

y nozzle is the Factors such a

all vary depen

oplet Size

zle's droplet s s as the oper s can be obtai t suppression The fine drop ssure water to

rays

n water to we tension. Adv design and op

not essential isture. Water ow, unless la quired to preve

ith Surfactan

factants to low erhaps becaus of the hydroph rch over the y respirable dus er et al. 1991

uivalent effic ment used to m

.

blend of surfac ng efficiency.

ared to water

ts on a Grizzly Cr

ter-Spray Sys

e heart of a wa as droplet size nding on the n

size distributio rating pressur ined from the systems. Ve plets usually atomize wate

et the material vantages of wa

perate a limit l. Disadvanta sprays cannot arge quantities ent blinding.

nt (WSS)

wer the surfac se they seem t hobic nature o years, without

st control effe ). Careful app ciency is pos meter the flow

ctant make th For dust con r. But the pro

rusher at a Botsw

stem

ater-spray sys distribution a nozzle selected

on is the mos re increases. e nozzle manu

ry fine dropl are generated er in the desire

l. However, it ater are that it ted carryover ages of Water t be used whe s of water are

ce tension of to offer an ea of coal. The ef much of a de ectiveness com plication at tr ssible with l w of surfacta

he foam. The ntrol, foam wo oduct is conta

wana coal mine.

stem. Therefor and velocity sp

d. The followi

st important v Information a ufacturer. Coa lets (10-150 d by fogging ed droplet ran

t is difficult to t is the least e r effect at sub

r sprays, cann en temperatur e used. Carefu

water. Wettin asy fix to dust

ffectiveness of efinitive answ mpared to plai ransfer points less water. E ant require ma

foam increas orks better tha

minated with

re, the physica pray pattern a ing is a genera

variable for p about the dro arse droplets ( µm) may be nozzles, whic nge.

o wet most su xpensive meth bsequent tran not be used fo

es fall below ul application

ng agents rece problems. M f wetting agen wer on how w

in water, rang that precede Equipment su aintenance. F

es the surface an water. It pr surfactants. (

al characterist nd angle, and al discussion o

roper dust co oplet size dat (200-500 µm) required for ch may use ei

urfaces with pl hod of dust co nsfer points is or products th freezing. Usu n at transfer p

eive a disprop Most interest ha nts has been th well they work ging from 25%

a screen is re uch as the p Freeze protect

e area per uni rovides dust r (Mukherjee a

tics of the spra d water flow ra of these impo

ontrol. The dr ta at various ) are recomm airborne dus ither compres lain water ontrol, the s possible hat cannot ually, dust points that portionate as been in he subject k. Various % to 40%. equired to pump and

ion of all

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5.2.8 Droplet Velocity

Normally, higher droplet velocities are desirable for both types of dust control through water sprays. Information on the droplet velocity can be obtained from the nozzle manufacturer.

5.2.9 Spray Pattern

Nozzles are categorized by the spray patterns they produce:

 Solid-cone nozzles product droplets that maintain a high velocity over a distance.

 Hollow-cone nozzles produce a spray pattern in the form of a circular ring. They are useful where dust is widely dispersed.

 Flat-spray nozzles produce relatively large droplets that are delivered at a high pressure and good for preventive type systems).

 Fogging nozzles produce a very fine mist (a droplet size distribution ranging from submicron to micron). They are useful for airborne dust control systems.

5.2.10 Flow Rate

The flow rate of water through a nozzle depends on the operating pressure. The flow rate and operating pressure are related by the equation below;

………...

Where K is the nozzle constant (reference 2<K<5)

Knowledge of the water flow rate through the nozzle is necessary to determine the percentage of moisture added to the material stream. The following factors should be considered in selecting the nozzle location:

 It should be readily accessible for maintenance.

 It should not be in the path of flying material.

 For wet dust suppression systems, nozzles should be upstream of the transfer point where dust emissions are being created. Care should be taken to locate nozzles for best mixing of material and water. For airborne dust capture, nozzles should be located to provide maximum time for the water droplets to interact with the airborne dust.

5.2.11 Water Flow and Compressed Airflow Rates

Once the nozzle is selected, its spray pattern and area of coverage can be used to determine water flow rate and/or compressed airflow rates and pressure requirements. This information is normally published by the nozzle manufacturer. These must be carefully coordinated with the maximum allowable water usage. Water flow rates will be highly variable depending on the size and type of material, the type of machinery, and the through-put of material.

5.2.12 Control of Conveyor Dust (Goldbeck and Marti 1996; Swinderman et al. 1997).

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NB: Exc that a bel

6.0 Resu The dust respirable for minim 6.1)

6.1 Dust

Fig (6.1):

6.2 Emis

Fig (6.2) Screening

Fig (5.2): Convey

essive wetting lt washing sys

ults and Findi t levels measu

e and inhalab mal levels. Th

Sources

Process Flow C

ssion Levels

) and (6.3) b g Plant.

Key

High dust Low dust

yor Transfer Poin

g entails dust stem is installe

ings on Dust G ured at specif

le dust levels he main source

Chart Showing D

below show d

level level

nt with Dust Supp

generation af ed: the belt is

Generation fic points at t

where measu es are shown m

ust Sources_Mid

dust emission

pression System

fter drying; en running true a

the Crushing ured and comp

marked in red

dlands Plant

n levels for v

nsure that bel and not spillin

and Screenin pared to the O d and blue circ

various proce

lt scrapers are ng its contents

ng Section (C OSHAPEL and

cles in the pro

ess operations

e working pro s.

CSS) of the pl d ACGIHLV ocess flow diag

s at the Crus

operly and

lant. Both standards gram (Fig

(7)

Fig (6.2): Respirable Dust Levels at Specific Locations

NB: First 9 Locations had dust levels above the ACGIHVL dust level of 3mg. 0.000

2.000 4.000 6.000 8.000 10.000 12.000 14.000 16.000 18.000 20.000

R

e

spir

able

 

dus

t

 

lev

e

ls/

 

mg

 

Location

 

Respirable

 

Dust

 

Levels

 

at

 

Specific

 

Locations

 

in

 

CSS

 

plant

 

OSHAPEL 

(8)

Fig (6.3): I

7.0 - Ana From the overall du

Table 7.1 D

8.0 Mate The char that each to identif cost of;     Operation Crushing Screenin Stockpil Belt Con Dry Grin Concent

Inhalable Dust lev

alysis of Emis e detailed anal ust volumes. T

Dust Percentage C

erial Balances rt below (figu h unit operatio fy the inputs a

Ores lost in f Energy losses Handling dus Dust exposur 0 5 10 15 20 25 30 35 inhable   dust   levels   (mg/   m3)    n/Activity g ng, ling nveyor System nding trate Drying vels ssions contrib lysis of variou This has been

Contribution of Pr

s and Cleane re 8.1) charac on be evaluate

and outputs of

form of dust; t s; though ener t; transportati e; local author

Inha

ms

butions us ore process n calculated as

rocess Operations

r Production cterizes mass ed separately. f mass and en

this emanating rgy balances a

on of dust to t rity charges fo

alable

 

Dus

s operations T ssuming no co

s

n Opportuniti input and ou These materia nergy but their

g from produc are beyond the the bins and w or managemen Loc

st

 

Levels

 

in

% C

Table 7.1 ind ontrol for the p

ies

tput from a un al balances an r economic sig

ct loss, at each e scope of this waiting areas.

nt cation 

n

 

specific

 

Contribution f CSS Sectio 66.84% 16.71% 11.14 % 5.31%

icates the perc process operat

nit plant oper nd energy bala gnificance is r

h and every un s study

locatios

 

in

for The on

rcentage contr tions.

ration and the ances are not related to cost

nit plant opera

n

 

CSS

 

Plan

ACGIH V    OSHAP % Contributi Entire Proce 58.0% 19.8% 22.2% ribution to

re is need only used ts, such as

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Figure 8.1 Midlands Process Flow Diagram. Showing Material Balances

+90mm ore, 74880kg/hr

37.5Water, kg/h

-3 mm ore 75007kg/hr mm ore

74991ton/hr -90mm ore,

74954kg/hr -500 mm, ore,

72000kg/h

Water, 2880ton/h

Water, 74.88kg/h

37.5Water, kg/h

00mm ore

75028kg/hr

00mm ore 74842 ton/hr Heat Energy

Gaseous emissions 200.38 kg/h 50.5Water,

kg/h

Total Water Input,

200.38 kg/h

Total Dust Emissions

36.35819 kg/h from 2.159 00 kg/hr

-16mm ore 75028 kg/hr

14.1kg/h dust Negligible dust emission 20.7355kg/h dust down from 207.3423 kg/hr 0.00359kg/h dust down from 0.359 kg/hr 0.8639kg/h dust from

2.159 00 kg/hr 0.00720 kg /hr dust,

down from0.720kg/h 0.648 kg/hr dust, down

from 2.16kg/h Negligible dust emission

KEY

Process Operations in Blue

Dust Emissions in Red

Stockpiling

Drying Beneficiation

Feed

Grinding Screening

Secondary Crushing

Screening

Tertiary Crushing

Dry grinding with

air conveying 75057 kg/hr

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The principle of conservation of mass is used to come up with the material balance.

Mass of Inputs = Mass of Outputs + Mass of Accumulation within the process……… (8.1)

Input for all the unit process operations is ore and water required for control, Output is the processed ore and by-products like, gaseous emission produced during drying, and dust that is lost to the atmosphere. Accumulation may be in form of dust that is trapped within the equipment but this dust is difficult to quantify. By installing some dust control mechanisms this strapped dust ion kept minimal as it increases equipment wear, especially for components such as bearings and pulleys on which fine dust can cause a "grinding" effect and increase wear or abrasion rates.

8.1 Cleaner Production Solutions

Table 8.1 Cleaner Production Options to be Implemented

SECTION CP OPTIONS RECOMMENDATIONS

/RESPONSIBILITY

FEEDING -Enclosing feeders as much as possible

-Selecting an oversize feeder or a feeder that produces less agitation of the ore.

Implement

(Engineering department)

BELT CONVEYING

-The Ore and the belt should travel in the same direction and at the same speed, whenever possible. -Ore should be loaded onto the centre of the belt.

Implement

(Process department)

Impact Idlers

-At transfer points, adequately spaced impact idlers (1-ft centres) should be used to absorb the force of impact and prevent deflection, thus preventing dust leakage under the seals

Implement

(Engineering department)

Conveyor Skirting

-Double skirting should be installed in the impact zone where incoming ore hits the skirting rubber directly.

Implement

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Muck shelves

-Install them to Load the material centrally on the belt and keep the belt properly aligned

Implement

(Engineering department)

Belt Cleaners

-Belt scrapers should be installed at head pulleys to dislodge fine dust particles that may adhere to the belt surface and to reduce carry-back of fine materials on the return.

Implement

(Engineering and Process department)

Conveyor Capacity

-Adjust the belt speed to optimum condition -Change the idlers' angle (for example, from 20° to 35°)

-Increase the conveyor width (for example, from 24 to 36 in.)

Implement

(Engineering and Process departments)

CRUSHING -A crusher feed box with a minimum number of

openings should be installed. -Rubber curtains should be used to minimize dust escape and air flow. -The crusher should be choke-fed to reduce air entrainment and dust emission.

Implement

(Engineering department)

SCREENING -A complete enclosure that can be easily removed for

maintenance and inspection should be used -A tight sealing system reduces dust emissions and also minimizes air flow, which reduces the exhaust volume for the dust collection system installed downstream

Implement

(Engineering department)

HAUL ROADS -Spraying the soil frequently with water, chemicals,

oil, or other stabilizing agents

-Paving the haul roads (Note: Paved roads should be cleaned and vacuumed periodically to remove accumulated soil and dust.)

-Reducing traffic volume by replacing small haul vehicles with larger ones. -Reducing and strictly enforcing traffic speed

Implement

(Process department)

TRUCK DUMPING AND RAIL ROAD DUMPING

-Not to dump large volumes of ore in a relatively short time (3 to 10 seconds), as this displaces an equal volume of air carrying fine dust particles

-Enclosures should be used to contain dust during dumping

Implement

(Process department)

GRINDING ORES -Properly designed enclosures and chutes, as well as

rubber dust seals between moving and stationary components, should be installed at the feed and discharge ends to minimize dust emissions.

-The dirty water from the scrubber system is either cleaned and discharged for other uses at the plant or recycled to the scrubber.

Implement

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9.0 Optimal Design of Dust Control Method

9.1 Dust Suppression System (DSS) Specifications

9.1.1 Desired Air Quality

To reduce dust emission within and around the plant to levels below the exposure limits of 10 mg/m3 for inhalable dust and 3mg/m3 for respirable dust. This would ensure a safe working environment for the mine workers.

9.1.2 Expected Efficiency

Selection of a system to be used is based on desired air quality and existing regulations. Dust collection systems provide a reliable and efficient control over a long period however the capital and operating cost are too high. Although wet suppression systems and air borne dust capture systems are less efficient, they are less expensive to install and operate. With proper selection and planning plus cleaner production practices they can be very effective. Two systems have been identified as recommendable for the reduction of dust. These are the atomised water spray system (AWS) and foam system. The AWS is ideally applicable through-out the entire operation process. The foam can be applied sparingly at the beginning of the crushing process to reduce possibility of blinding of the screen. However the foam may require chemical lab tests to ensure it does not affect the processes.

9.2 Design of Concepts 9.2.1 Enclosures

Enclosing the screening decks, screen transfer points and stockpiles has come out to be the best control method at these stations. Stockpile should be retrofitted with such enclosures like the stone ladders, telescopic chutes. This will help reduce dust emissions with the wind breaks that are already built for the ore piles

9.2.2 Atomised Water Sprays (AWS)

From the selection matrix, the AWS system has stood out to be the best control method for dust produced at the secondary crusher, screens and the tertiary crusher. Fig (9.1) below shows therecommended atomised spray system nozzle types and also on it areas where the particular adjustments shown. The total nozzle perimeter for all the sections that have been suggested for an AWS system was found to be 34m. To find the size of the pump station that can supply pump water to all these section the calculations are presented below

9.3 Line Size Calculations for the AWS System 9.3.1 Estimation of Pipe Diameter

Water velocity at 20 °- 25° = 1000kg/m

Viscosity = 0.8 mNs/m

Typical velocity of liquid= 2 m/s Mass flow= 10000/3600 = 2.7kg/s

Volumetric flow = 2.78/1306 =2.13 10 m /s

Area of pipe = volumetric flow/ velocity =2.13 10 /2 = 1.06 10 m

Diameter of pipe = 1.06 10 4⁄ = 0.037 = 37mm

Or using the economic pipe diameter formula by Genereaux (1937)

Economic pipe diameter =282 . .

= 282 2.78 . 1306 . = 34mm, take 40mm

Cross sectional area = ⁄4 40 = 1257mm = 1.26 10 m

9.3.2 Pressure Drop Calculation

Fluid velocity = 2.13 10 / 1.26 10 =1.70m/s

9.3.3 Friction Loss Calculation Using the (Genereaux’s formula, 1937)

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Substituting this into the pressure drop equation this gives

∆P = 4.07 10 G . . .

Where ∆P= pressure drop in kN/m G = flow rate kg/s

= density in kg/m

d = pipe internal diameter in mm

∆P = 4.07 10 2.87 . 0.9 10 . 1306 40 . = 1.17kPa/m

The absolute roughness for the commercial steel pipe, e = 0.046mm

Relative roughness e/d = 0.046/40 = 1.15 10 , from the friction factor chart

At = 98 324, R/ =0.0027

Friction loss per meter = 4(R/ ) ( /d)

= 4 0.0027 1306 1.7 / (40 10 ) = 1019N/m

Taking the higher value and design for a maximum flow rate of 20% above the normal (average flow rate:

Friction loss through the bends and block valves can be included in the line pressure- loss calculation as an equivalent length of pipe

All the bends will be taken as 90° of standard radius, equivalent length = 30d and the valves as plug valves, fully open, equivalent length = 18d

9.3.4 Line to Pump Suction Length = 1.5 m

Bend= 1 30 40 10 ) = 1.2m

Valve = 1 18 40 10 ) = 0.7/3.4 m

Entry loss = /2

At maximum design velocity = (1306 10 / 2 10 = 2.7 KPa

Control Valve pressure drop, allow normal 140kPa ( 1.2 ) maximum 200kPa

9.3.5 Line from Pump Discharge

Length = 4 + 5.5 + 20 + 5 + 0.5 + 1 + 6.5 + 2 = 44.5m

Bends = 6 30 40 10 =7.2m

Valves = 3 18 40 10 = 2.2m

Total 54m

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Table (9.1): Pump and Line Size Calculations for AWS

Fluid Water

DISCHARGE CALCULATION

Temperature 20

Line Size Calculation

Density 1000 Flow Norm Max

Unit s

Viscosity

0.9 Velocity 1.7 2 m/s

Normal flow

2.78 ∆ Friction Loss 1 1.5

Design Max flow

3.34 Line length 54 -

∆ Line loss 54

SUCTION CALCULATION

Orifice 15

Line Size Calculation 30% Control valve 140

Flow

Equipment

Velocity 1.7 2 m/s (a) H E 70 100 kPa

∆ friction loss 1 1.5 kPa/m (b) -

line length 3.4 - m (c) -

∆ line loss 3.4 5.1 kPa (6) dynamic Loss -

/2 Entrance 1.9 2.7 kPa Static Head 279 403 M

40kPa Strainer - - kPa 6.5 -

(1) Sub-total 5.3 7.8 kPa

Equipment Press

Max 85 85 kPa

Static Head 1.5 1.5 m Contingency 200 200 kPa

19.6 19.6 kPa (7) Subtotal none None kPa

Equipment

pressure 100 100 kPa (7) + (6) Discharge Pressure 285 285 kPa

(2) Subtotal 119.6 119.6 kPa -3 Suction Pressure 564 685 kPa

(2) - (1)

(3)Suction

pressure 114.3 111.8 kPa (8) Diff Pressure 114.3 111.8 kPa

(4)VAP

pressure 0.1 0.1 kPa (8)/ 450 576 kPa

(3) - (4) (5) NPSH 114.2 111.7 kPa Control valve 34 44 M

(5)/ 8.7 8.6 M

valve

(6) % dynamic Loss 50%

9.3.6 Pump Selection

Flow rate = volumetric flow rate

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Fig (9.1): Layout Plan Showing Selected Control Systems (CSC)

10.0 Economic Analysis

A measure of project worth that is used in this paper is the payback period. It is the period in years it takes an investment project to recover its capital costs. For an 8 hour working day for 1920 hours a year, the two 72-ton throughput processing plants for Midlands losses approximately 496.1 tons per year of ore each due to dust emissions. The cost treating occupational health related diseases is quite high. By implementing this project Midlands will, therefore enjoy lots of potential cumulative savings on medication and associated penalties which come along with unsafe working conditions as well as operating costs. Fig 10.1 shows these cumulative savings over a period of ten years and the payback period of the project is indicated the graph.

Ore emission saving is $59 533.06 per year for both plants against an initial capital outlay of $194 350.00. The cost of unprocessed chrome ore used to calculate this saving is $60 per ton. The cost of water used for the Atomised Water Systems (AWS) for both plants is estimated at $ 1 883.35 for the entire year. This figure is arrived at using

the water consumption rate of 769 ⁄ and Municipal water charges comprising of a fixed $80 a month and a

variable charge of $1.20 per for industrial uses. The maintenance labour and spares costs, and any other minor costs which may arise have been assumed negligible in the calculation of the payback period since no new employees are going to be hired from outside and the pump station comes along with its own spares.

KEY

Stockpiles Tubing and headers Nozzles

Water Tank Pump Station Grizzly Feeder Conveyor Belts Direction of ore Screens Surge Bin Transfer Enclosure Secondary Jaw Crusher Tertiary Gyratory Crusher

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Fig 10.1 Ten Year Cumulative Savings

11.0 Conclusion

The paper has exposed the high dust emissions at a mineral processing plant and also has gone through cleaner production opportunities that can be captilised and also designed a possible option for minimising dust emissions.

References

[1] Volkwein JC (1979). Dust control in bagging operations. In: Industrial Hygiene for Mining and Tunneling – Proceedings of a Topical Symposium. Cincinnati, OH: American Conference of Governmental Industrial Hygienists.

[2] NSSA, (2009).Guidelines for Occupational Exposure Limits (OELs) and Chemical Substances in Zimbabwe

[3] National Pollutant Inventory (NPI), (1999). Emission Estimation Techniques for Mining and Processing of Non Metallic Minerals [4] Adkins, J. H., Krois P., Hinton M., (1983). Baseline Training Materials for Ass. Compliance and Ace. Red. in the Metal and Nonmetal

Mining Industries.

[5] Goldberg L. J., Marti A. D. (1996). Dust control at conveyor transfer points: containment, suppression, and collection. Bulk Solids handling

l 6(3): 367-372.

[6] Mukherjee S. K., Singh M. M. (1984). New techniques for spraying dust. Coal Age : 54-56.

[7] Seibel RJ (1976). Dust control at transfer point using foam and wateer sprays. Pittsburgh, PA: U. S. Department for interior, Bureau of mines, TPR 97. NTIS No. PB86-1781 59/AS.

[8] Environmental Management Agency (EMA), (2007). Annual Report

[9] Cheng L, Zukovich P. P. (1983). Respirable dust adhering to run-of-face bituminous coals. Pittsburgh, PA: U.S. Department of the interior, Bureau of Mines, R1 7765. NTIS NO. PB 221-883

[10] MRDE (1981). Methods of reducing dust formation and improving dust suppression on long wall faces: final report on ESSC research project 7256-12/003/08. Mining Research and Development Establishment (U. K.).

[11] Tien J.C., Kim J. (1997).Respirable dust Control using Surfactants. Appl Occ Env Hyg l 2 (12): 957-963. [12] Allen, R.W. (1976). Effect of Particle Wettability on Droplet Target Efficiencies in Wet Scrubbers.

[13] Anderson, D.M. (1964) "Dust Control Design by the Air Induction Technique," Int. Medicine and Surgery, pp.68-72.

[14] Armbruster, L., H. Breuer, D. Mark, and J.H. Vincent. (1981) "The Definition and Measurement of Inhalable Dust," International Symposium on Aerosols in the toning and Industrial Work Environment, .

[15] Ford, V.H. (2009) "Bottom Belt Sprays as a Method of Dust Control on Conveyors," Mining Technology, pp. 387-391. [16] USEPA AP-42, 1995, Annual Report

[17] Kissell, F. L. (2003), Handbook for dust control in mining Information circular 9465.

‐1,94,350.00

‐94,350.00 5,650.00 1,05,650.00 2,05,650.00 3,05,650.00

0 1 2 3 4 5 6 7 8 9 10

Val

u

e

 

(US

$

)

 

Time(years) 

Figure

Fig 2.1 Mid dlands Crushing aand Screening Seection Process Floow
Fig (5.1): FFoam Spray Pointts on a Grizzly Cr
Fig (6.1):     Process Flow CChart  Showing Dust Sources_Middlands Plant
Fig (6.2): Respirable Dust Levels at Specific Locations
+5

References

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