Design Fly Ash Silo Extraction

Posted in: , on 11. Oct. 2013 - 10:47

Dear Experts,

I am trying to design truck loading system for coal fly ash silo.

The details of silo are as follows

silo storage capacity - 2500 T (Flat bottom - concrete)

bulk density of fly ash - 650 ton/m3

Diameter of silo - 16 m

Height of silo bottom floor - 14 m from Ground level

Height of silo roof slab - 30 m from ground level

The silo has 4 truck loading openings (two for open trucks + two for closed trucks) of 200 tph capacity each.

Each opening will have knife gate valve, dome valve, rotary feeder and telescopic chute designed to handle 200 tph capacity.

Suitable fluidisng system is to be provided for ensuring the rated flow (200 tph) through each spout.

What are the factors to be considered to achieve the required capacity for each loading spout?

How do we ensure that 200 tph of material flow is acheived?

What should be the size of each opening?

Kindly inform me about availability of literature/ textbook/ design manuals / standards etc to design the above system so that I can refer to it ...

Re: Design Fly Ash Silo Extraction

Posted on 11. Oct. 2013 - 01:58
Quote Originally Posted by mechdesignView Post
bulk density of fly ash - 650 ton/m3

I think you need to take a new look at this number.

Gary Blenkhorn
President - Bulk Handlng Technology Inc.
Email: garyblenkhorn@gmail.com
Linkedin Profile: http://www.linkedin.com/in/gary-blenkhorn-6286954b

Offering Conveyor Design Services, Conveyor Transfer Design Services and SolidWorks Design Services for equipment layouts.

Spouting Lyrically.

Posted on 12. Oct. 2013 - 02:36

Standards are easily available from your friendly local Association. A textbook on silo design was touted around these forums a couple of years back.

If you have 2 outlets for tubs, the trade name for 'covered' powder tankers, please understand that there may be usually 3 manholes to fill. Manhole covers, hatches, will need to be positioned under the spout, accurately. You will need several markers to shunt the various combinations of tractor and trailer into position. It is obviously unwise to continue loading while shunting. Headroom clearance is another point if you are thinking of a fixed walkway. Besides shunting the vehicle the driver is also responsible for closing the redundant hatches in the interest of no dust emissions. This means climbing up and down a 5+m stairway so that the leading hatch can be closed, then move on to address the subsequent hatches. This cannot be done by a plant operative because the driver alone is responsible for eliminating any emissions from the vehicle for which he is legally liable. So your 200tph/spout probably needs drastic upgrading.

Be careful not to obstruct vehicle workings by placing columns where they will prevent doors opening etc. Drive through working will interfere with the radial dispersion of the columns and you will have unequally loaded circular beams to wrestle and build in the first place.

What wall depth of fill are you expecting from 16m dia x 16m high considering surcharge. This will affect the fill pattern since the inner outlets will take priority.

All in all it's not well considered and you would be far better filling 4 bins.

Selection of the opening is about all this proposal has going for it. Tanker manholes are 20" nozzles with a hinged lid secured by swing bolts and a single safety bolt.

John Gateley johngateley@hotmail.com www.the-credible-bulk.com