Missing Parameters for CEMA Equation

Posted in: , on 22. Jul. 2010 - 16:59

Hello,

I'm working on a short report regarding direct loading conveyors for an underground mining application. This is a very time sensitive process, which requires the conveyor to transfer a very large quantity of ore in a short period of time.

I am primarily concerned about the maximum belt speeds and accelerations that it can be designed to.

Aside from the background I have provided, my question is regarding an equation found in the CEMA Belt Conveyors For Bulk Materials (6th ED) for 'Maximum Belt Speed Before Material Slippage/Spillage Occurs'.

Theta o = Adhesive Stress Between Bulk Material and Conveyor Belt (lb/ft2)

Mu e = Equivalent Friction between Bulk Material and Conveyor Belt

Apparently these variables do not exist, and companies such as Jenike and Johanson do testing for such parameters.

Does anyone have any rough figures for these parameters for Potash (~ Density of 80 lcf) and any sort of conveyor belt?

This is for preliminary calculations only, so any comparible values would be much appreciated!

Thanks,

J

Re: Missing Parameters For Cema Equation

Posted on 23. Jul. 2010 - 05:53

You must also consider the ore path just prior to leaving the chute. Ideally, you have configured the chute to match the belt line velocity and minimize the tranverse and vertical velocities.

We practice preserving the kinetic energy leaving the discharge station, preserving the gravitational forces in a hood and spoon arrangement, and selecting the chute geometry to minimize dust generation along the chute path.

Lawrence Nordell Conveyor Dynamics, Inc. website, email & phone contacts: www.conveyor-dynamics.com nordell@conveyor-dynamics.com phone: USA 360-671-2200 fax: USA 360-671-8450

Re: Missing Parameters For Cema Equation

Posted on 23. Jul. 2010 - 06:10

Yes, you must test for adhesion and cohesion if you have a fine particle base (< 0.25 mm > 10% by volume) and if you have surface moisture.

If you have a very fine particle base, you may also need to test for electrostatic and atomic attractions - Van der Waahl, Einstonian, and Zeta Potential forces, ect.

You also need to test for various friction values:

a) particle-to-particle friction,

b) particle-to-belt,

c) particle-to-chutewall friction,

d) particle-to-skirtboard friction.

We know the ore friction is dependent on particle shape, size distribution, surface texture, moisture and any plasticity tendencies or attrition behavior.

Chute wall texture and ore consolidation can play very important roles in controlling the flow stream in a desired manner.

CDI is designing chutes that control flow and large rocks up to 24,000 t/h onto high speed conveyors with varying loading angles. Is your range above this design point?

Lawrence Nordell Conveyor Dynamics, Inc. website, email & phone contacts: www.conveyor-dynamics.com nordell@conveyor-dynamics.com phone: USA 360-671-2200 fax: USA 360-671-8450