4 Advice to Choose a Tailings Pipeline

24 Mar.,2025

 

Slurry/Tailings Pipeline Design - Eng-Tips

Does anyone have a good reference for the analysis of Slurry or Tailings pipelines? Especially where you would have multiple piplines supported on sleepers or piperacks. This type of analysis is not the same as a conventional stress analysis, as it is not within a refinery, and many times some of the pipelines are supported only by the ground, and left to expand where they want. The systems in question use expansion (slip type) joints to account for expansion in the line. The use of these types of expansion joints increases the anchor loadings drastically due to the pressure thrust component (easily in the 300k lbf range)

I am also interested in facility piping for tailings lines. Thanks for the reply Stanier. The piping system is designed to ASME B31.11, which will give me the code requirments, I was looking more for the practical, or rules of thumb type references that provide backup to their methodologies. For example, when you have three pipelines on a single common anchor, can you design the systems with only one in upset conditions, and the other two at design or normal operating? Can you design the anchors to only a single times thrust load, or do you design to multiple times thrust loadings for each line? Do the references that you list have this type of guidance?

I have seen pipelines with teflon sliders on the supports? I see this as a total waste of money, but maybe there is an unwritten rule for some systems to do this?

Thanks What you are looking for is a basic piping engineering advice. It has little to do with slurries. It applies to all pipelines.

The design has to take into account all conditions. Yes, if there are three pipleins imposing a load on a support you have to consider the total load.

The need for sliding suports will come from your stress analysis. Teflon pads reduce friction. Graphited steel shoes have been used successfully for many years. Again it comes down to the friction coefficient used in your pipe stress analysis. Many pipes are supported on rollers to allow free movement.

Suggest you check ASME B31.3 to give greater insights.

As for references I suggest:

Piping Design-Kellogg
Piping Design and Engineering -Grinnell
Piping Engineering-Tube Turns
Piping Handbook Mohinder Nayyar
Piping and Pipeline Design George Antaki
Process Piping - Becht
Piping Handbook- Sherwood
Pipeline Rules of Thumb- McGraw Hill

Also visit You may choose to join their discussion forum. Pipeline stress is much different than you would do for process piping. Typically you are looking at a few inches of movement in process systems, with an above ground pipeline, you can be looking at feet. Plus you need to account for the line "snaking" its way down the corridor, or else you will have anchor loads of hundreds of thousands of pounds force which may be ultra conservative. Conventional stress analysis (Caesar) uses beam elements that don't allow for minor buckling of piping that iun the real world alleviates much of the stress in the piping, and it also does not adequately calculate the difference between thrust loading on expansion joints versus frictional loads on anchors.

I guess the real question is "Are there any references out there for design of above ground pipelines with slip style expansion joints acting in parallel?"

Thanks,

Porter

Slurry Pipeline Design: Selecting The Right Wear Liner

When you're selecting liner materials for a new pipeline project, there can be dozens of important factors to look at. You need to anticipate the slurry type, expected wear rates, availability of the liner system, and of course, the cost.

You can find more information on our web, so please take a look.

Which type of liner is going to give you the most reliable system with minimal maintenance?

In this article, we look at ways to improve the design and lifespan a new slurry pipeline, and investigate the pros and cons of different liners.

3 things to consider early in the design stage

Martin Huard, a research project manager with the innovation hub InnoTech Alberta, says there are three things you need to consider in the early stage of pipeline design.

'First, look at the liner performance data available. This could be through pipeline inspections or previous pipeline operational data, and correlate the liner's wear performance to the operations,' he says.

Just like iron ore, lithium, or gold slurries, oil sands is extremely abrasive, making it a challenging mineral type to work. So, it's important to consider the different wear types early in the design.

A mechanical and chemical engineer, Martin specialises in researching and testing different wear liner technologies in the oil sands industry.

'Second, seek out expert advice from consultants or research agencies who have experience in liner technology.' They often have broad experience across a range of commodities and projects which helps expand your own understanding.

And third, he says, anticipate the need for a good maintenance program with frequent inspections. 'Pipelines are highly dependent on good inspections. It's typically overlooked in the earlier stage project development. But it's an important part of a pipeline operation,' he explains.

What should engineers keep in mind when choosing a liner type?

There are a few options when it comes to lined slurry piping.

HDPE lined steel

HDPE lined steel has been the basic option for long distance pipelines for decades.

The pipe is pre-welded in kilometre lengths and the liner is pulled through and finished with flange ends. It's cost effective for long distance overland pipelines, can be used for high-pressure applications, and the liner protects the carbon pipe from corrosion.

Martin says it does have downsides. 'It's a cumbersome process to pull HDPE liners through existing pipeline systems, and the process of pulling a liner through is not foolproof and can actually damage the liner itself and lead to ruptures.'

HDPE is also fast wearing, so it's not suitable for transporting abrasive hard rock slurry. Once it has worn through, the slurry will seep between the liner and corrode the interior of the pipe wall.

Link to Dragon

Once this happens, it's almost impossible to identify where the leak has occurred, meaning kilometres of pipe will need to be replaced. Under vacuum conditions, whole sections of the HDPE sleeve can debond, so it's particularly important if you're designing a high-pressure pipeline.

Rubber lined steel

Rubber lined steel is a good option in higher wearing applications and is widely used around pump stations and fittings due to its wear properties. But when it comes to pipelines, there's a few limitations.

Typically, piping standards limit rubber lining to 6m lengths, so when you compare it to other liners that can be made up to 18m long, it's less efficient. It can also be more expensive to manufacture because shorter lengths are more labour intensive to build.

Rubber has a high surface roughness so there's more energy loss due to resistance compared to HDPE or polyurethane liners. This energy loss affects the pumps too. You either have to run the pumps harder (leading to higher rates of wear on pumps and equipment) or install extra pump stations. For this reason, rubber lined steel is better suited for process plants or over very short piping distances.

The other drawback, according to Martin, is 'rubber is sensitive to particle size, so for severe slurry applications it's not the best option.'

Polyurethane lined steel

'Polyurethane liners are resilient, meaning that they can absorb energy from impact with slurry particles, and essentially rebound or return the energy to the particles. This helps to reduce erosion of the material itself,' Martin says.

Polyurethane also has a much lower surface roughness compared to rubber, steel and HDPE. This means there's lower dynamic head loss, so pumping costs are lower. And it's resistant to a wider range of chemical reagents and temperatures.

One thing to be aware of with polyurethane polymer liners is that not all polymers are the same'how it's formulated and applied will affect its durability.

Polyurethane does have limitations in very high temperature or highly corrosive environments. Standard polymers will remain stable in dry heat conditions up to 40°C, while some of the high-performance formulations work well up to 80°C.

Polyurethane lining can be higher cost initially, but when you factor in total cost of ownership with ongoing maintenance costs, it often works out better value long term.

Ceramic lined steel

There are three different types of ceramic liners'alumina tiles, basalt, and ceramic epoxy.

Ceramics have good wear resistance and are mainly used where there's high wear and/or high temperatures. But they aren't suitable where there's high fluctuations in temperatures or for applications with large particle sizes, as they will shatter.

The quality of ceramic liners can vary depending on the manufacturer, often creating challenges for maintenance teams. They are heavier than other lined piping systems and can only be manufactured in 6m lengths. Like rubber lining, it's labour intensive, so can be inefficient to manufacture.

The right pipe liner for project success

It's important to think about liner thickness and different liner materials available. It needs to handle high-velocity particles over a long lifetime, so you won't need to make costly repairs.