Re-use of a Grain Facility for Frac Sand Storage

Posted in: , on 16. Mar. 2011 - 04:55

We have taken on a project that involves the investigation of a number of existing bins at a grain facility. The client is contemplating purchasing this site for Frac Sand storage. They already own another Frac Sand storage site, so they understand the handling aspects quite well. This project has turned out to be a real nightmare due to the lack of existing bin information. Many of the bins are built using proprietary material shapes that are not documented very well. Since this is a pre-purchase investigation and the grain plant is in operation, measuring many aspects of the existing bins is out of the question. We agreed to calculate the equivalent Frac Sand depth that will result in similar design pressures if the bins were fully loaded with Wheat. We are structural engineers, but we do not specialize in bin design. After reviewing the various research documents summarized in Charles Gaylord's 1984 Bin design book, and a couple of others, we believe that the methods proposed in JM Rotter's text seem the most concise and well defined. We have calculated the equivalent Frac Sand loading and the results for one bin in particular seem quite low. This bin is rated (used for 15years too) to store 1340 tonne of grain (50 pcf), and we have found that we can only store 816 tonne of Frac Sand in this bin unless some reinforcement is added. The bin is 33'-0" in diameter, has a flat bottom, corrugated walls, 66.2' eave height with a 28deg roof. This result seems very low, so we are hoping someone might let us know if this number is anywhere close.

The method and values for calculating the loadings were taken straight from the JM Rotter's book using the values for Quartz Sand and Wheat for comparisons.

We did consult the bin manufacturer, but they were not incredibly helpful since they do not see the possibility for a sale. They did a couple of brief calculations and suggested a value that pretty much boiled down to the difference in material densities. That value was too high for our comfort.

Thank you very much

Brad

Re: Re-Use Of A Grain Facility For Frac Sand Storage

Erstellt am 16. Mar. 2011 - 10:53

I am doing a project of converting grain silos to fly ash storage. I am not a structural engg but you need to get one that has silo/bin design expertise. The issues can include

wall stresses

bearing loads

discharge regime

You need to know the characteriscs of the stored material - bulk densitys, repose, flow and internal frictions

We are constrained with a very even centre discharge to avoid eccentric ratholes forming leading to high eccentric bending moments that can not be accomodated by the wall construction.

We are looking at using tremie pipes on the filling side to limit filling degree as well.

I do not wish to alarm you - but grain silo collapses are not unheard of.....need to take care

Thanks

James

Re: Re-Use Of A Grain Facility For Frac Sand Storage

Erstellt am 16. Mar. 2011 - 04:09

Thanks for the reply. I am not too concerned about the material flow. These same manufacturer's produce Frac Sand bins with the same geometric shapes. The difference is the wall thickness.

The material properties for both products is defined quite well. I can understand the difficulty converting a grain silo to store Fly Ash. The flow of these material types would be very different, and I would image caking within the bin would be a primary problem.

The main concern with our numbers is being overly conservative. My client does own other sites, and has a basic understanding. That said, until about three weeks ago they did not seem to gather that the bins at their other sites have significantly thicker walls than those at this site. The bin I am concerned about happens to be the largest bins at the site and the most valuable for them. It is very difficult to explain why the material properties and bin geometry are reducing the storage capacity so much.

Our general plan to limit the fill level will be to install overflow pipes, an alarm system and possibly a PLC. That is if they purchase the site.

I do know about the risks when it comes to silos. I have looked into these before in a different capacity. I also grew up on a farm filling/emptying these things for years. I spent many a day inside wet bins cleaning them out and have watched grain almost stand up vertical in the fall when it came off the combine wet.

Brad

Silos Etc.

Erstellt am 16. Mar. 2011 - 11:30
Quote Originally Posted by Brad805View Post
Thanks for the reply. I am not too concerned about the material flow. These same manufacturer's produce Frac Sand bins with the same geometric shapes. The difference is the wall thickness.

The material properties for both products is defined quite well. I can understand the difficulty converting a grain silo to store Fly Ash. The flow of these material types would be very different, and I would image caking within the bin would be a primary problem.

The main concern with our numbers is being overly conservative. My client does own other sites, and has a basic understanding. That said, until about three weeks ago they did not seem to gather that the bins at their other sites have significantly thicker walls than those at this site. The bin I am concerned about happens to be the largest bins at the site and the most valuable for them. It is very difficult to explain why the material properties and bin geometry are reducing the storage capacity so much.

Our general plan to limit the fill level will be to install overflow pipes, an alarm system and possibly a PLC. That is if they purchase the site.

I do know about the risks when it comes to silos. I have looked into these before in a different capacity. I also grew up on a farm filling/emptying these things for years. I spent many a day inside wet bins cleaning them out and have watched grain almost stand up vertical in the fall when it came off the combine wet.

Brad



Using a grain silo would create you more trouble than its worth as the fracking sand will compact simply by its own wieght.

If it were me:

I would contact someone from www.geotechnica.com and ask them how much ot would cost for a dome to store the fracking sand as it will be much simpler to store the fracking sand in the dome structure with cast concrete blocks used as walls.

This way you can store a given tonnage in one section at a time and vacuum it out to load it on pneumatic tankers(truck or rail).

your asking for more trouble than its worth thinking that you can use corrugated bins ment for grain to store sand as the weight will blow out the seams.

You also have to understand both the bucket elevators and the augers are not designed for anything but light wieght grain period.

Using a Geotechnica dome you can simply blow the sand in the bin sections and vacuum it out to load it with aportable or permanent vacuum system doing double duty for pressure service as well.

One Supersucker truck or skid unit will move a lot of tonnage for you without breaking a sweat

Re: Re-Use Of A Grain Facility For Frac Sand Storage

Erstellt am 17. Mar. 2011 - 12:28

lz, they are quite set on considering the basic concept and to install a dome like structure will be problematic given the length of the existing rail spur and the fact this area has fairly heavy snowfall events. The idea of one storage facility makes a lot of sense to me. Grain facilities need many different bins to deal with all the different products and grades that arrive in the fall. These guys seem to have one good and multiple storage bins seems to be nothing but a nuisance.

We have spoken to the manufacturer of the material handling equipment. Their main concern was the durability of the equipment. Provided they dial down the flow rate, they anticipate that the system would function. This company manufactures both grain handling and sand equipment.

As I mentioned, we have no intent to completely fill the existing bins. Not only would that be a problem for the bins, but the foundations cannot support the increased loads. Do you know of any studies that discuss storing frac sand in a flat bottom bin? We asked them if they had any concern about compaction on many occasions, and they seem convinced this will be fine considering what they have found at there other site. I do not believe they currently own any flat bottom bins for sand storage. The largest storage capacity would be gained by re-using the flat bottom bins, so that would be a major problem if they cannot get the material to flow.

Thanks for your comments.

Brad

Sand Etc.

Erstellt am 17. Mar. 2011 - 04:24

Hello Brad,

About the geometrica domes they will handle

snow load without blinking an eye and have

done so for years world wide.

The Geometrica domes can also be leased

in any case and the concrete castings

2' by 2' by 8' are usually under $30.00 USD each.

Using a even a small Geometrica Dome and doing

it this way eliminates issues with bin entry and

ratholing and save lives.

Re: Re-Use Of A Grain Facility For Frac Sand Storage

Erstellt am 17. Mar. 2011 - 10:00

OK

Why not look at an Australian std or the Eurocode unless your own cuntry has a silo/bin design code.

Cheers,

James