DE

On this page

Variable list

Variables

Variable 14 - Relative wall roughness ks/ra

The relative wall roughness is defined

With K as average height of all elevations.

Table 1 – Reference values for technical tubes:

Material

Condition

Wall roughness

Drawn glass, lead, copper or brass tubes

 

0 to 0.0015

Drawn steel tubes

New

0.04 (0.02 to 0.1)

Cleaned after long service

0.15 to 0.20

Moderately rusted or slightly fouled

Up to 0.40

Heavily fouled

Up to 3.0

Galvanized sheet steel

Smooth (air ducts)

0.07

Galvanized steel tubes

Normally galvanized

0.15

Welded steel pipes

New

0.05 (up to 0.1)

New, bituminized

0.05

Used, cleaned

0.15 – 0.20

Uniformly rusted

Up to 0.40

Slightly fouled

1 – 1.5

Heavily fouled

2 - 4

Riveted steel pipe

 

0.9 (0.5 up to 1)

Cast iron pipes

New

0.26 (up to 1)

New, bituminized

0.10 – 0.15

Slightly rusted

1.0 – 1.5

Fouled

1.5 – 4.0

Concrete conduits

Smooth finish

0.3 (up to 0.8)

Rough

1.2 (up to 3)

Fibrous concrete pipes

(Eternit, Toschi)

0.05 to 0.1

Wooden boards

Unplaned

0.7

Planed

0.2

Brickwork

Normal bonds

1.3

Plastic tubes

 

Up to 0.0015

Variable 15 – Constant for limiting load KG

The constant KG varies from 0.02 to 0.03. Minimum values are used for fine particles with great angles of repose the maximum value for rough particles with small angles of repose. For the majority of dusts is KG = 0.025.


Variable 17 – Parameter of inclination of residual curve of feed nA

Figure 11 shows grading curves of E- Filter- cement dust. Curves 2 and 3 are moved in parallel with increasing load of the specimen with magnetic stirrer and ultrasound.


Figure 11. Residue curves for agglomerating dusts

In cyclones for similar cases, it is valid:

(52)

Variable 18 – Experimental factor for limiting particle diameter DFakt

This factor lies in the range of 1.2 and 1.3. It serves for adjusting the calculated limiting particle diameter to experiments. It is pre-defined with 1.25.

Variable 19 – Shape factor of particle FKorn

Adjustment of the calculation to reflect the type of feed. It varies from 0.005 and 1 (sphere = 1)

Variable 20 – Friction factor of pure gas

Is pre.defined according to Meissner as =0.0075

Variable 23 – Void fraction of bed of solids εS

This variable is used for an improved calculation of the pressure drop. It takes in to account the influence of strands of solid.

The void fraction of strands of solids is approximately double the size of the cavity volume of the bed of solids. The density of the bed of solids results from the particle density and the void fraction of the solid.

Variable 40 – Separation efficiency curves

Curve

a

b

c

Construction type

Inlet

axial

tangential

tangential

h/ri

15.0

13.0

10.0

hi/ri

10.0

10.0

7.5

ra/ri

2.0

3.0

4.0

Ae/Ai

2.70

0.90

0.44

b/ra

0.40

0.27

0.19

Separation efficiency curves of different cyclone types

Variable 41 - Feed

Separation curves may be entered by means of using the option “Edit separation curve”