CONVEYOR BELT MATERIAL TRAJECTORIES


INDEX
Theory of material shape
Nomenclature
Derivation of formula
Centroid
Introduction to tables and procedure
Segmental and centroidal height tables
Centroid calculation sheet
Trajectory theory - force/velocity relationship
Trajectory theory - horizontal belts
Trajectory theory - inclined belts
Trajectory theory - declined belts
Trajectory layout procedure
Fall distances
Trajectory plotting - horizontal belts
Trajectory plotting - inclined belts
Trajectory plotting - declined belts
Multiple trajectories
Classification Table
Flowability Chart
Material Characteristics




















THEORY OF MATERIAL SHAPE

Immediately prior to discharge from a troughed conveyor belt, the material cross-sectional shape undergoes rapid change.

Through the last troughing idler set the material occupies the same such shape as that shown in Fig. 1. When passing over the discharge pulley it is assumed that the periphery closely approximates the segment of a circle as indicated in Fig. 2 i.e. standard configuration for flat conveyor belt loading.


Fig 1


Fig 2

The following considerations are accounted in the theory and the procedure. Reference to the scale diagram on sheet 3 will assist clarification.

  1. Belt width cannot change.
  2. There is no material spillage from the belt.
  3. Material cross-sectional area remains constant.
  4. Material does not have time to settle to its natural surcharge angle, otherwise there would be spillage.
  5. Due to (IV) above, the surcharge angle momentarily increases to approximately twice normal.
  6. Segmental peripheral form is the most likely regular geometrical configuration at the discharge pulley.

In order to establish a procedure for determining the segmental height and the position of the centroid of the material at the discharge pulley, it is necessary to create a method of converting the cross-sectional area through the troughing idler (Fig. 1) to the equivalent segmental shape (Fig. 2) outlined above.

It is assumed that this theory holds good for any troughing shape i.e. 3, 4 or 5 roll troughing idler sections will all reduce to segmental form at the discharge pulley.

For nomenclature and terminology see Sheet 4.



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CENIROID
(CENTRE OF AREA)

 

Results of calculations required to determine the position of the centroid of the cross - sectional area of the material passing over the discharge pulley are governed by two factors:

  1. I As outlined on sheet 2 it is assumed that the material adopts a geometrically regular segmental configuration,
  2. II The assignment of an arbitrary value for edge distance which shall be e = 0,055W + 23 which is standard for flat conveyor belt applications (see Standard No. CM/0900/CC2) or a = 50 whichever is the lesser.

This is based upon the supposition that at the discharge pulley, the material is unrestrained widthwise and therefore only a small nominal allowance is necessary.

This lesser edge distance value will be designated em. It must be emphasised that this modified value em is applicable to this standard only, it has no significance elsewhere.

The assigned values of em and L are given in the table below together with standard edge distances e for comparison purposes only.

W e em L
350 42,25 42.25 265.5
400 45 45 310
450 47,75 47.75 354.5
500 50,5 50 400
600 56 50 500
750 64,25 50 650
900 72,5 50 800
1050 80,75 50 950
1200 89 50 1100
1350 97,25 50 1250
1500 105,5 50 1400
1650 113,75 50 1550
1800 122 50 1700
2100 138,5 50 2000

For nomenclature see sheet 4.



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INTRODUCTION TO TABLES

The tables included on Sheets 8 and 9 have been compiled from the formulae and assumptions given on previous sheets. Numerous fully worked examples were used to establish the ratio of a to h listed in column 4 of these tables.

For general use, the scope of these tables is considered adequate.

Intermediate values of A and corresponding α will result in intermediate values of a and h which may usually be interpolated from the tables with a reasonable degree of accuracy.

Where more precise results are considered necessary, a complete calculation should be performed and a specimen data sheet for this purpose is provided on sheet 10.

PROCEDURE

In order to establish the segmental height h and the centroidal height a for any given troughed belt section, proceed as follows :

  1. given the number of idler rolls, belt width W, troughing angle β and material surcharge angle obtain the material cross-sectional area α, from standard no. CM/0900/CCL.
  2. from the tables on sheets 8 and 9 of this standard No. CM/0900/CT1 find the equivalent area A for the same belt width (but with obviously increased surcharge angle). Interpolate where necessary.
  3. note corresponding segmental height h and centroidal height a. Interpolate where necessary. These two dimensions are of extreme importance to the construction of the trajectories, details of which follow.



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BELT

α

h
mm

a
mm

A
m

W = 1050

L = 950

10

41,56

0,400

h = 16,62

0,0264

20

83,76

0,401

h = 33,59

0,0534

30

127,28

0,402

h = 51,16

0,0818

40

172,89

0,404

h = 69,85

0,1123

50

221,50

0,407

h = 90,15

0,1462

60

274,24

0,410

h = 112,44

0,1848

W = 1200

L = 1100

10

48,12

0,400

h = 19,25

0,0353

20

96,98

0,401

h = 38,89

0,0716

30

147,37

0,402

h = 59,24

0,1096

40

200,18

0,404

h = 80,87

0,1506

50

256,47

0,407

h = 104,38

0,1960

60

317,54

0,410

h = 130,19

0,2477

W = 1350

L = 1250

10

54,68

0,400

h = 21,87

0,0456

20

110,20

0,401

h = 44,19

0,0924

30

167,47

0,402

h = 67,32

0,1415

40

227,48

0,404

h = 91,90

0,1945

50

291,44

0,407

h = 118,62

0,2531

60

360,84

0,410

h = 147,95

0,3199

W = 1500

L = 1400

10

61,24

0,400

h = 24,50

0,0572

20

123,43

0,401

h = 49,49

0,1159

30

187,56

0,402

h = 75,40

0,2775

40

254,78

0,404

h = 102,93

0,2440

50

326,42

0,407

h = 132,85

0,3175

60

404,15

0,410

h = 165,70

0,4013

W = 1650

L = 1550

10

67,80

0,400

h = 27,12

0,0702

20

136,65

0,401

h = 54,80

0,1421

30

207,66

0,402

h = 83,48

0,2176

40

282,08

0,404

h = 113,96

0,2991

50

361,39

0,407

h = 147,09

0,3892

60

447,45

0,410

h = 183,45

0,4919

W = 1800

L = 1700

10

74,37

0,400

h = 29,75

0,0844

20

149,88

0,401

h = 60,10

0,1709

30

227,76

0,402

h = 91,56

0,2618

40

309,37

0,404

h = 124,99

0,3597

50

396,36

0,407

h = 161,32

0,4682

60

490,75

0,410

h = 201,21

0,5917

W = 2100

L = 2000

10

87,49

0,400

h = 35,00

0,1168

20

176,33

0,401

h = 70,71

0,2366

30

267,95

0,402

h = 107,72

0,3623

40

363,97

0,404

h = 147,04

0,4979

50

466,31

0,407

h = 189,79

0,6480

60

577,35

0,410

h = 234,71

0,8189



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CONVEYOR TRAJECTORIES
FUNDAMENTAL FORCE-VELOCITY RELATIONSHIP

The centrifugal force F acting at the centroid of the material is given by:

F = mv2/gR

Where:

m = mass of material acting at centroid (kg)
v = tangential velocity (m/s)
g = acceleration due to gravity (mis2)
R = distance from centre of pulley to centroid (m)

NB. Tangential velocity is not equal to nominal belt velocity. It must be calculated thus

v = 2 π Rp where p = pulley rotational speed in rev/s.

It should be noted that gravitational force varies with latitude and altitude and assigned values may differ by as much as 0,5 percent. This will not normally affect the scope of this standard to any marked degree. The value of g used throughout is 9,78546 m/s2 for Johannesburg. (For further information on this subject see SABS publications MP4 and MP13a.)

It is reiterated that the terms centre of gravity and centre of mass will not be used, the expression centroid (denoted by c) being preferred.

When the centrifugal force equals the radial component of the material mass, the material will no longer be supported by the belt and its free fall trajectory will commence. The angular position around the pulley at which this occurs is dependent upon the conveyor belt inclination.

In the analysis and examples, which follow, the trajectories examined are those of the centroid of the material (i.e. the median line). For materials of approximately uniform particle size and density of 800 kg/m3 or more, the upper and lower limits of the material path will closely parallel the median line for falls up to about 2 m below the centre of the discharge pulley. Thereafter the material will tend to diverge.

Light, fluffy materials, high belt velocities and a mixture of large lumps, small lumps and fines will alter the upper and lower limits of the material path. Lumps riding near the top of the material at the discharge point will tend to be thrown further from the pulley. The trajectories of any such lumps may be individually plotted. See method and example on Sheet 23.



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HORIZONTAL BELT CONVEYOR TRAJECTORIES

When the tangential velocity is sufficiently high (i.e. when the centrifugal force is equal to or greater than m) the material will leave the belt at the initial point of tangency with the pulley (point c on the diagram).

mV2 ≥ m

i.e. V2/gR ≥ 1

For plotting of trajectory see Sheet 15. For fully worked example see sheet 17.


Fig A

When the tangential velocity is not sufficiently high (i.e. when the centrifugal force is less than in) the material will continue part way around the pulley to the point c where it commences its trajectory, an angular position from the initial point of tangency z.

V2/gR = cosδ

For plotting of trajectory see sheet 15. For fully worked example see Sheet 18.


Fig B



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INCLINED BELT CONVEYOR TRAJECTORIES

When the tangential velocity is sufficiently high, the material will leave the belt and commence its trajectory at the initial point of tangency with the pulley (point c on the diagram)

i.e. when V2/gR > 1

For plotting of trajectory see Sheet 15. For fully worked example see Sheet 19.


Fig C

When the tangential velocity is such that

V2/gR = 1

the material will leave the belt and commence its trajectory at the vertical centre line through the pulley (point c on the diagram).


Fig D

When the tangential velocity is not sufficiently high or when

V2/gR < cos

The material will continue its travel part way around the pulley to point c where it commences its trajectory, an angular position ~ from the vertical centre line of pulley, point z where

V2/gR = δ

For plotting of trajectory see Sheet 15. For fully worked example see Sheet 20.


Fig E

When the conditions are such that V2/gR > cos but still less than 1, the material may leave the belt at~he initial point of tangency but the curved surface of the belt around the pulley may interfere with the theoretical trajectory. The material may then re-engage the belt and be carried further around the pulley before it assumes its final trajectory commencing at point c where

V2/gR = cosδ



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DECLINED BELT CONVEYOR TRAJECTORIES

When the tangential velocity is sufficiently high, the material will leave the belt and commence its free fall trajectory at the initial point of tangency with the pulley (point c on the diagram)

i.e. when V2/gR = cos

where = belt angle of decline.

For plotting of trajectory see sheet 15. For fully worked example see sheet 21.


Fig F

When the tangential velocity is not sufficiently high, the material will continue part way around the pulley to the point c where it commences its trajectory an angular position from the vertical centre line of the pulley point Z where

V2/gR = cosδ

For plotting of trajectory sheet 15. For worked example see sheet 22.


Fig G



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TRAJECTORY LAYOUT PROCEDURE

The following completely worked examples should assist in the use of the formulae and tabulations included in this standard and clarify the procedure for the plotting of trajectories. For convenience and comparisons these examples are founded upon identical carrying conditions i.e. belts, troughing sets, pulleys, material surcharge angles, cross-sectional areas, centroidal and segmental heights.

Data:

3 roll troughing idlers

20 troughing angle

20 material surcharge angle

Belt width = 750 mm
Belt thickness = 11 mm
Pulley diameter = 600 mm

From standard no. CM/0900/CCL the above conditions produce a material cross-sectional area of 0,047 m2.

From Page 8 of this standard, CM/0900/CTL, the corresponding cross- sectional area of segmental configuration is shown to occur when the modified surcharge angle is 36~ (by interpolation). For these conditions, the centroidal height a and segmental height h dimensions may be interpolated thus :

a = 42,87mm

h = 106,28 mm

Let belt velocity = vb m/s

pulley diameter = D m

pulley rotational speed = vb/πD rev/s

Then tangential velocity v = 2vb.P/D m/s

(where R = distance from centre line of pulley to material centroid)

This will facilitate calculation of the expression - and thereby determine the point at which the material commences to leave ~e belt i.e. the start of the free fall trajectory.

To set out trajectory

Tangential velocity v is given in m/s

Time interval is given in increments of 0,05s.

Tangent line scale corresponds to 50 nun per m/s of tangential velocity v.

Corresponding fall distances are obtained from sheet 16.



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FALL DISTANCES

The free fall distance due to gravitational force is given by the expression

s = ut+0,5gt2

where

s = fall distance (m)
u = initial velocity (m/s)
t = time interval (s)
g = acceleration due to gravity (m/s2) As previously noted, the value of g to be used throughout this standard is 9,78546 m/s2 (Johannesburg).
In this context there is no initial velocity, so the fall distance expression reduces to
s = 0,5 gt2 (m)
= 500 gt2 (mm)
= 4892,73 t2 (mm)
Where necessary, intermediate or extended values may be simply calculated.

Time
Interval
s
Fall
Distance
mm
0.05 12
0.10 49
0.15 110
0.20 196
0.25 306
0.30 440
0.35 599
0.40 783
0.45 991
0.50 1223
0.55 1480
0.60 1761
0.65 2067
0.70 2397
0.75 2752
0.80 3131
0.85 3535
0.90 3963
0.95 4416
1.00 4893



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EXAMPLE 1. HORIZONTAL BELT

Horizontal belt conveyor

Belt width 750 mm, thickness 11 mm

20 3 roll troughing idlers

20 surcharge angle

Belt velocity 2 m/s

Pulley diameter 600 mm

Material cross section area: A - 0,047 m2

Centroidal height: a = 42,87 mm

Segmental height: h = 106,28 mm

Pulley rotational speed p = 2/π0.600 = 1,061 rev/s

Tangential velocity v = 2 π 0,354 1,061 = 2,360 m/s.

V2/gR = 2,3602 9.78546 0.354

= 1,608

since this value is greater than unity, the material will leave the belt at the initial point of tangency c.

Tangent line ordinates 0.1, 1.2, 2.3, etc., - 2,360.50 = 118 mm. Fall distances La, 2b, 3c, etc., obtained from table on sheet 16. For true inner and outer trajectories see sheet 23. See text Fig. A on Sheet 12.

EXAMPLE 2. HORIZONTAL BELT


Belt velocity = 1,20 m/s. All example 1.

Pulley rotational speed p = 1,20/π 0.600

= 0,637 rev/s
Tangential velocity v = 2π 0,354 0,637
= 1,416 in/s

V2/gR = 141622/9,78546 0,354

= 0,57882

since this is less than unity this is the value of cosδ

ie. δ = cos-1 0,57882

= 54,6325 (5437,95)

this locates the point c (relative to the vertical centre line of the pulley) at which the material leaves the belt and trajectory commences.

Tangent line ordinates 0.1, 1.2, 2.3, etc., 1,416.50 70,80 mm.

Fall distances (vertical) la, 2b, 3c, etc., from table on sheet 16.

See text Fig. B on sheet 12.



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EXAMPLE 3. INCLINED BELT

15 inclined belt conveyor

Belt width 750 mm, thickness 11mm

20 3 roll troughing idlers

20 surcharge angle

Belt velocity 2,20 m/s

Pulley diameter 600 mm

Material cross-sectional area A = 0,047 m2

Centroidal height a = 42,87 mm

Segmental height h - 106,28 mm

Pulley rotational speed p =2.20/π 0.600 = 1,167 rev/s

Tangential velocity v = 2 π 0,354 1,67 = 2,596 m/s

V2/gR = 2,59622/9,78546 0,354

= 1,945

since this is greater than unity, the material will leave the belt at the initial point of tangency c.

Tangent line ordinates 0.1, 1.2, 2.3, etc., - 2,596.50 = 129,8 mm. Fall distances (vertical) la, 2b, 3c, etc., from table on sheet 16.

See text Fig. C on sheet 13.

EXAMPLE 4.INCLINED BELT


Belt velocity - 1,40 m/s

All other conditions as for example 3.

Pulley rotation speed p = 1.40 / π 0,600

= 0,743 rev/s
Tangential velocity = 211.0,354.0,743

= 1,652 mis

V2/gR = 1,6522/9,78546 0,354
= 0,78784

since this is less than unity this is the value of cosδ

i.e.δ = cos 0,78784

= 38,0163 (38 0,98)

this locates the point c (relative to the vertical centre line of the pulley) at which the material leaves the belt and trajectory commences.

Tangent line ordinates 0.1, 1.2, 2.3, etc., = 1,652.50 = 82,60 mm. Fall distances (vertical) La, 2b, 3c, etc., from table on sheet 16.

See text Fig. E on sheet 13.



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EXAMPLE 5. DECLINED BELT


15 declined belt conveyor

Belt width 750 mm, thickness 11 mm

20 3 roll troughing idlers

20 surcharge angle

Belt velocity 1,90 m/s

Pulley diameter 600 mm

Material cross-sectional area A - 0,047 m2

Centroidal height a = 42,87 mm

Segmental height h - 106,28 mm

Pulley rotational speed p = 1,90/ π 0.600 = 1,008 rev/s

Tangential velocity v = 2 π 0,354 1,008 = 2,242 m/s

V2/gR = 2,2422 /9,78546.0,354

= 1,451

since this value is greater than unity, the material will leave the belt at the initial point of tangency c.

Tangent line ordinates 0.1, 1.2, 2.3, etc., = 2,242.50 = 112,1 mm. Fall distances (vertical) La, 2b, 3c, etc., from table on sheet 16.

See text Fig. F on sheet 14.

EXAMPLE 6. DECLINED BELT

Belt velocity - 1.30 m/s

All other conditions as for example 5.

Pulley rotational speed = 1,30/ π 0.600

= 0.690 rev/s

Tangential velocity = 2 π 0.354 0.690

= 1.534 m/s

V2/gR = 1.5342 /9,78546 0,354

= 0,679307

since this is less than unity this is the value of cosδ.


ie. = δ cos-1 0.679307
= 47,210 (47 12,38)
this locates the point c (relative to the vertical centre line of the pulley) at which the material leaves the belt and trajectory commences.

Tangent line ordinates 0.1, 1.2, 2.3, etc., 1,534.50 = 76,70 mm. Fall distances (vertical) La, 2b, 3c, etc., from table on sheet 16.

See text Fig. C on sheet 14.



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The construction shown is related to a horizontal belt trajectory where the material leaves the belt at the initial point of tangency c (for theory see sheet 12 and for trajectory layout procedure see sheet 15. The method used here to determine the outer and inner material paths holds good for all belt configurations. The outer trajectory must be plotted in precisely the manner given in example 1 sheet 17. Only the tangent line ordinates must be recalculated, the fall distances remain unchanged albeit related to a revised reference line.

Determine the tangent line ordinates as follows:

Belt speed

s

(m/s)

Pulley diameter

D

(m)

Pulley rotational speed

p = s/ π D

(rev/s)

Radial distance

RA

(m)

Tangential velocity

VA = 2 π RA p

(m/s)

Tangent line ordinate

OA = 50 VA

(mm)

Fall distances 1a, 2b, 3c, etc., from table on sheet 16. The inner trajectory is similarly plotted.

Correlating with example 1 sheet 17 the following numerical values are obtained

Inner

RB = 0.311m

VB = 2.07m/s

OB = 104mm

Centroid

R = 0.354m

V = 2.36m/s

O = 118mm

Outer

RA = 0.417m

VA = 2.78m/s

OA = 139mm

NB: This graphical representation is applicable to horizontal belts only, where the velocity is such that the material leaves the belt at the initial point of tangency (see Fig. A, Sheet 12).

PROCEDURE

  1. Plot centroidal trajectory by standard methods (see Example 1, Sheet 17).
  2. Extend inner and outer trajectory commencing points horizontally.
  3. From pulley centre line draw angular lines through centroidal tangent line ordinates.
  4. Intersection with inner and outer tangent lines provides the respective tangent line ordinates.
  5. From these ordinates drop verticals into trajectory field.
  6. Consider centroidal ordinate 10 and the angle subtended with the pulley centre line. Using this same angle through the centroidal material path point j, determine respective inner and outer trajectory points.
  7. Use this procedure to complete inner and outer material paths.

With this method of construction, recalculation of tangent line ordinates and tangential velocities is not necessary. This is a completely geometrical construction developed from the centroidal trajectory only.



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DEFINITIONS AND NOTES RE. TABLES

The angle of repose of a material is that angle to the horizontal assumed by the stir-face of a freely formed pile, The angle of surcharge is that angle to the horizontal assumed by the surface of a material at rest on a moving conveyor belt. The surcharge angle may be anything up to 2O~ less than the angle of repose. The flowability chart on sheet 2 shows the general relationship between the angles of repose and surcharge.

The classification table below and the material characteristics tables which follow, are based upon nvrm4e conditions and typical materials. The determination of angles of repose and surcharge and maximum recommended conveyor inclination must be considered with due regard to such properties as size and shape of fine particles and lumps, roughness of the surface of the particles, proportion of fines and lumps present, moisture content, dustiness, stickiness, abrasiveness, corrosive action, etc. Materials or characteristics omitted from the tables may be roughly appraised by comparison with similar listed materials.

For conveyor capacity tables see CM/09001CC1

References:

C.E.M.A. Handbook
UNIROYAL Conveyor Belt Selection Guide
PROK Handbook

Size

MATERIAL CHARACTERISTICS

CLASS

Very fine-under 100 mesh
Fine-under 3mm
Granular-Under 12mm
Lumpy-containing lumps over 12mm
Irregular-stringy, interlocking, mats together

A
B
C
D
E

Flowability
Angle of Repose

Very free flowing of repose less than 20 degrees
Free flowing-angle of repose 20 - 30 degrees
Average flowing-angle of repose 30 - 45 degrees
Sluggish-angle of repose 45+ degrees

1
2
3
4

Abrasiveness


Non-abrasive
Abrasive
Very abrasive
Very sharp-cuts or gouges belt covers

5
6
7
8

Miscellaneous Characteristics (sometimes more than one of these characteristics may apply)

Very dusty
Aerates and develops fluid characteristics
Contains explosive dust
Contaminable affecting use or saleability
Degradable, affecting use or saleability
Gives off harmful fumes or dust
Highly corrosive
Mildly corrosive
Hydroscopic
Interlocks or mats
Oils or chemical present-may affect rubber products
Packs under pressure
Very light and fluffy-may be wind swept
Elevated temperature

L
M
N
P
Q
R
S
T
U
V
W
X
Y
Z

Example: A very fine material that is free flowing, abrasive, contains explosive dust would be designated: Class A26N



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Class 1

ANGLE OF SURCHARGE:
ANGLE OF REPOSE:
FLOWABILITY:

5 degrees
0 - 20 degrees
Very free flowing

MATERIALS:
Very small rounded particles, very wet or very dry, such as dry silica sand, cement, wet concrete, etc.

Class 2

ANGLE OF SURCHARGE:
ANGLE OF REPOSE:
FLOWABILITY:

10 degrees
20 - 30 degrees
Free flowing

MATERIALS:
Rounded dry polished particles of medium density such as whole grain, beans, salt, sugar, etc.

Class 3

ANGLE OF SURCHARGE:
ANGLE OF REPOSE:
FLOWABILITY:

20 degrees
30 - 35 degrees
Average

MATERIALS:
Irregular, granular or lumpy materials of medium density, such as anthracite coal, clay, certain mineral ores, etc.

ANGLE OF SURCHARGE:
ANGLE OF REPOSE:
FLOWABILITY:

25 degrees
35 - 40 degrees
Average

MATERIALS:
Common materials such as bituminous coal, stone, rock, most ores, etc.

Class 4

ANGLE OF SURCHARGE:
ANGLE OF REPOSE:
FLOWABILITY:

30 degrees
Over 40 degrees
Sluggish

MATERIALS:
Irregular, stringy, fibrous, interlocking materials, such as bagasse, wood chips, wet earth, tempered foundry sand, etc.



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R = Angle of repose
S = angle of surcharge
C = recommended max. conveyor slope

MATERIAL

DENSITY
kg/m3

DEGREES

CLASS

R

S

C

Alum, fine

720 - 800

30 - 45

25

23

B35

Alum, lumpy

800 - 960

35 - 45

25

23

D35

Alumina

800 - 11340

22

5

10 - 14

B27M

Aluminium hydrate

290

34

25

20 - 24

C35

Aluminium sulphate

865

32

10

17

C25

Ammonium chloride, crystalline

720 - 830

28

10

10

B25S

Ammonium nitrate

720

40

25

23

C36NUS

Ammonium sulphate (granular)

720 - 930

28

10

10

C26S

Asbestos ore or rock

1300

 

10

20

D27R

Asbestos shred

320 - 400

45

30

30

E46XY

Ash, black, ground

1680

32

 

17

B35

Ashes, coal, dry

560 - 640

40

25

20 - 25

C46TY

Ashes, coal, wet

720 - 800

50

25

23 - 27

C46T

Ashes, fly

640 - 720

42

30

20 - 25

A47

Ashes, gas - producer, wet

1250

 

30

 

D47T

Asphalt, binder for paving

1280 - 1360

 

30

30

C45

Asphalt, crushed,

720

 

 

30

C35

Bagasse

110 - 160

 

30

30

E45Y

Baking powder

640 - 880

 

10

18

A25

Bark, wood, refuse

160 - 320

45

30

27

E46Y

Barley

610

23

10

10 - 15

B15N

Barytes, powdered

1920 - 2240

 

10

15

B26

Bauxite, crushed

1200 - 1360

30

20

20

D37

Bauxite, ground, dry

1090

35

20

30

B26

Bauxite, mine run

1280 - 1440

31

20

17

D37

Beans, dry

770

 

5

5

Cl5

Bentonite, crude

560 - 640

 

30

27

D46X

Bentonite, under 100 mesh

800 - 960

 

10

20

A26XY

Bonemeal

880 - 960

 

20

25

B36

Borax, 40 - 75 mm lumps

960 - 1040

 

25

27

D36

Borax, 12 mm screenings

880 - 960

 

20

20

C36

Borax, fine

720 - 880

 

10

20 - 22

B26T

Brewers grain, spent, dry

320 - 480

 

30

27

C45

Brewers grain, spent, wet

880 - 960

 

30

27

C45T

Brick, hard

2000

 

30

27

D47Z

Brick, soft

1600

 

30

27

D47

Carbon black, pelletized

320 - 400

 

5

5

B15Q

Carborundum, under 75 mm

1600

 

10

15

D27

Cement, Portland

1500

39

25

20 - 23

A26M

Cement, Portland, aerated

960 - 1200

 

5

10

A16M

Cement clinker

1200 - 1520

30 - 40

25

18 - 20

D37

Chalk, lumpy

1200 - 1360

 

10

15

D26

Chalk, under 100 mesh

1040 - 1200

 

25

28

A46NXY

Charcoal

290 - 400

35

25

20 - 25

D36Q

Chips, paper mill

320 - 400

 

30

27

E45

Chips, paper mill, softwood

190 - 480

 

30

27

E45

Chips, hogged, fuel

240 - 400

 

30

27

E45W

Chrome ore (Chromite)

200 - 2240

 

10

17

D27

Cinders, blast furnace

910

35

20

18 - 20

D37T

Cinders, coal

640

35

20

20

D37T

Clay, calcined

1280 - 1600

 

25

20 - 22

B37

Clay, dry, fines

1600 - 1920

35

20

20 - 22

C37

Clay, dry, lumpy

960 - 1200

35

20

18 - 20

D36

Clover seed

770

28

10

15

B25N

Coal, anthracite, under 3 mm

960

35

20

18

B35TY

Coal, anthracite, sized

880 - 960

27

10

16

C26

Coal, bituminous, mined under 50 mesh

800 - 865

45

30

24

B45T

Coal, bituminous, mined and sized

720 - 880

35

25

16

D35T

Coal, bituminous, mined, run of mine

720 - 880

38

25

18

D35T

Coal, bituminous, mined, slack

690 800

40

25

22

C45T

Coal, bituminous, stripping, uncleaned

800 - 960

 

20

22

D26T

Coal, Lignite

640 - 720

38

25

22

D36T

Coke Breeze, under 6 mm

400 - 560

30 - 4

10

20 - 22

C37Y

Coke, loose

370 - 560

 

30

18

D47QVT

Coke, petroleum calcined

560 - 720

 

10

20

D36

Concrete wet

1760 - 2400

 

10

24 - 26

D26

Concrete, in place, stone

2080 - 2400

 

25

20

D37

Copper ore

1920 - 2400

 

20

20

D27

Copper ore, crushed

1600 - 2400

 

20

20

D27

Copper sulphate

1200 - 1360

31

20

17

D35

Corn, ear

900

 

25

18

C25N

Corn, shelled

720

21

10

10

C25NW

Cornmeal

610 - 640

35

20

22

B35W

Cryolite, lumpy

1440 - 1600

 

20

20

D36

Gullet

1280 - 1920

 

20

20

D37Z

Dolomite, lumpy

1440 - 4600

 

20

22

D26

Earth, as excavated - dry

1120 - 1280

35

25

20

B36

Earth, wet, containing clay

1600 - 1760

45

30

23

B46

Feldspar, 12 mm screenings

1120 - 1360

38

25

18

B36

Feldspar, 40 - 75 mm lumps

1440 - 1760

34

20

17

D36

Feldspar, 200 Mesh

1600

 

20

17

A36

Flour, wheat

35 - 40

 

 

21

A45PN

Fluorspar, 12 mm screenings

1360 - 1680

 

30

20

C46

Fluorspar, 40 - 75 mm lumps

1760 - 1920

 

30

27

D46

Foundry refuse, old sand cores, etc.

1120 - 1600

 

25

20

D37Z

Fullers earth, dry

480 - 560

23

10

15

B26

Fullers earth, oily

960 - 1040

 

20

20

B26

Fullers earth, oil filter, burned

640

 

10

15

B26

Fullers earth, oil filter, raw

560 - 640

35

25

20

B26

Glass batch

1280 - 1600

 

10

20 - 22

D27Z

Granite, 12 mm screenings

1280 - 1440

 

10

18

C27

Granite lumps 40 - 75 mm

1360 - 1440

 

20

18

D27

Granite, broken

1520 - 1600

 

20

20

D27

Graphite, flake

640

 

5

5

C25

Gravel, bank run

1440 - 1600

38

25

20

D26

Gravel, dry sharp

1440 - 1600

40

25

20

D27

Gravel, pebbles

1440 - 1600

30

10

12

D36

Gypsum, dust, non-aerated

1490

 

20

20

A36

Gypsum, dust, aerated

960 - 1120

42

25

23

A36Y

Gypsum, 12 mm screening

1120 - 1280

40

25

21

C36

Gypsum, lumps 40 - 75 mm

l1201280

30

20

15

D26

Ice, crushed

560 - 720

 

5

5

D16

Iron ore

1600 - 3200

35

25

18 - 20

D36

Iron ore, crushed

2160 - 2400

 

20

20 - 22

C26

Iron ore, pellets

1840 - 2080

 

20

13 - 15

D36

Iron oxide, pigment

400

40

25

25

A45

Kaolin clay, under 75 mm

1010

35

20

19

D36

Kaolin talc, 100 mesh

670 - 900

45

30

23

A46Y

Lead ores

3200 - 4320

30

20

15

B36RT

Lead oxides

960 - 2400

 

30

20

B53

Lignite, air dried

720 - 880

 

20

20

D25

Lime, ground, under 3 mm

960 - 1040

43

30

23

B45X

Lime hydrated, under 3 mm

640

40

25

21

B3SMX

Lime hydrated, pulverized

510 - 640

42

30

22

A35MXY

Lime, pebble

850 - 900

30

20

17

D35

Limestone, agricultural, under 3 mm

1090

 

10

20

B26

Limestone, crushed

1360 - 1440

38

25

18

C26X

Limestone, dust

1280 - 1360

 

30

20

A46MY

Limestone, rock

1600 - 1760

 

25

19

D36

Magnesium chloride

530

 

30

25

C46

Magnesium sulphate

1120

 

10

15

C25

Manganese ore

2000 - 2240

39

25

20

D37

Manganese sulphate

1120

 

10

15

C27

Marble, crushed, under 12 mm

1280 - 1520

 

10

15

D27

Marl

1280

 

25

20

C27

Mica, flakes

270 - 350

 

5

5

BW4Y

Mica, ground

210 - 240

34

20

23

B36

Mica, pulverized

210 - 240

 

10

15

A26MY

Molybdenite ore

1710

 

20

20

D36

Molybdenite, powdered

1710

40

25

25

B25

Mortar, wet

2400

 

10

20 - 22

B46T

Nickel - cobalt sulphate ore

1280 - 2400

 

20

22

D27T

Peas, dried

720 - 800

 

5

8

C15NQ

Phosphate, acid, fertilizer

960

26

10

13

B25T

Phosphate sand, wet

1680

 

20

16 - 18

B47

Phosphate triple super, fertilizer

800 - 880

45

30

30

B45T

Phosphate rock, broken, dry

1200 - 1360

25 - 30

10

12 - 15

D26

Phosphate rock, pulverized

960

40

25

25

B36

Potash, ore

1200 - 1360

 

20

12 - 15

D36

Pumice, under 3 mm

640 - 720

 

30

25

B47

Pyrites, iron, lumps

2160 - 2320

 

20

15

D26T

Pyrites, pellets

1920 - 2080

 

20

13 - 15

C26T

Quartz, 12 mm screenings

1280 - 1440

 

20

15

C27Z

Quartz, 40 - 75 mm lumps

1360 - 1520

 

20

15

D27Z

Rice, hulled or polished

720 - 770

20

10

8

B15

Rock, crushed

2000 - 2320

 

20

18

D26

Rock, soft, excavated with shovel

1600 - 1760

 

25

22

D36

Rubber, pelletized

800 - 880

35

25

22

D45

Rubber, reclaim

400 - 480

32

20

18

D45

Salt, common dry, coarse

640 - 880

 

10

18 - 22

C26TU

Salt, common dry, fine

1120 - 1280

25

10

11

D26

Sand, bank, damp

1760 - 2080

45

30

20 - 22

B47

Sand, bank, dry

1440 - 1760

35

20

16 - 18

B37

Sand, foundry, prepared

1280 - 1440

 

30

24

B47

Sand, foundry, shakeout

1440 - 1600

39

25

22

D37

Sand, Silica, dry

1440 - 1600

 

5

10 - 15

B27

Sand, core

1040

41

25

26

B45X

Sandstone, broken

1360 - 1440

 

20

20

D37

Sawdust

160 - 210

36

25

22

B35

Shale, broken

1440 - 1600

 

10

18

D26QZ

Shale crushed

1360 - 1440

39

25

22

C36

Sinter

1600 - 2160

 

10

15

D27

Slag, blast furnace, crushed

1280 - 1440

25

10

10

A27

Slag, furnace, granular, dry

960 - 1040

25

10

13 - 16

C27

Slag, furnace, granular, wet

1440 - 1600

45

30

20 - 22

B47

Slate, crushed, under 12 mm

1280 - 1440

28

20

15

C26

Slte7lumps 40 - 75mm

1360 - 1520

 

20

18

D26

Soap beads or granules

240 - .400

 

10

10

B25Q

Soap chips

240 - 400

30

10

18

C35Q

Soapstone, talc, fine

640 - 800

 

30

18

A45XY

Soda ash, briquettes

800

22

10

7

C26

Soda ash, heavy

880 - 1040

32

20

19

B36

Soda ash, light

320 - 560

37

25

22

A36Y

Sodium bicarbonate

655

42

30

23

A45Y

Sodium nitrate

1120 - 1280

24

10

11

D25

Sodium aluminium sulphate

1200

31

20

18

C25

Soybeans, whole

720 - 800

21 - 28

10

12 - 16

C26NW

Soybean meal, cold

640

32 - 37

20

16

B35

Starch

400 - 800

24

10

12

B25

Steel trimmings

1200 - 2400

35

25

18

E37V

Sugar, granulated

800 - 880

 

10

15

B25PQ

Sugar, raw, cane

800 - 1040

 

25

23

B36TX

Sulphur - lumpy

1200 - 1360

 

20

20

D25NS

Sulphur - ore

1360 - 1440

 

25

18

D25NS

Sulphur - powdered

800 - 880

 

10

23

B25NW

Titanium ore

2240 - 2560

 

20

20

B27

Titanium sponge

960 - 1120

 

30

25

E47

Traprock,12 mm screenings

1440 - 1600

 

20

20

C37

Traprock, lumps 50 - 75 mm

1600 - 1760

 

20

18

D37

Vermiculite, expanded

255

 

25

25

C35Y

Vermiculite ore

1120 - 1280

 

25

20

D36Y

Wheat

720 - 770

28

10

12

C25N

Wood chips

160 - 480

 

25

27

E45WY

Zinc ore, crushed

2560

38

25

22

D36

Zinc ore, roasted

1760

38

25

25

C36



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