How do I efficiently support a 600ft long pipeline?

  • Thread starter Thread starter srw2104
  • Start date Start date
  • Tags Tags
    Design Support
AI Thread Summary
To efficiently support a 600-foot long asphalt pipeline, it is essential to maintain a height of 2 feet above ground while considering the pipeline's specifications, including its 10-inch diameter and 3-inch attached pipe. A pipe stress analysis is recommended to account for factors like weight, wind, and nozzle loads, though commercial software options like Caesar can be costly. Manual calculations can also be performed using resources like the "Standard Handbook of Engineering Calculations" by Hicks. The discussion emphasizes the need for proper implementation of guides, shoes, and stops, as well as determining the appropriate I-beam type and span for support. Overall, careful planning and analysis are crucial for the effective support of the pipeline.
srw2104
Messages
16
Reaction score
0
Hello all,

There is a 600 foot long asphalt pipeline that spans over a very large field. This specific pipeline is 10 inches in diameter and has a 3in diameter pipe attached to it. In addition, this pipeline as a whole is wrapped in 2 inches of fiberglass insulation. I need to figure out an efficient way to support this pipeline. It is reccomended that the pipleline be sitting 2 feet above ground. Material of this pipeline is schedule 40 - Carbon steel. If anyone can help with this process it would be much appreciated. Implementation of guides, shoes, and/or stops is required. I am essentially trying to figure out what type of I beam to use and at what span. Any other advice is more than welcomed.

Thank you in advance and I look forward to what you have to say.
 
Last edited:
Engineering news on Phys.org
The best thing to do would be to perform a pipe stress analysis. There are commercial packages available like Caesar for this but they are expensive. You consider pipe weight, wind, nozzle loads, displacements, and so on.

You can do some stuff by hand. See "Standard Handbook of Engineering Calculations" by Hicks.
 

Thread 'Query on Isentropic relationships (such as PV^gamma = constant)'

Hi all, I have a question. So from the derivation of the Isentropic process relationship PV^gamma = constant, there is a step dW = PdV, which can only be said for quasi-equilibrium (or reversible) processes. As such I believe PV^gamma = constant (and the family of equations) should not be applicable to just adiabatic processes? Ie, it should be applicable only for adiabatic + reversible = isentropic processes? However, I've seen couple of online notes/books, and...
View full post »

Thread 'Dry sump pump issue'

I have an engine that uses a dry sump oiling system. The oil collection pan has three AN fittings to use for scavenging. Two of the fittings are approximately on the same level, the third is about 1/2 to 3/4 inch higher than the other two. The system ran for years with no problem using a three stage pump (one pressure and two scavenge stages). The two scavenge stages were connected at times to any two of the three AN fittings on the tank. Recently I tried an upgrade to a four stage pump...
View full post »

Similar threads

Calculate Pipeline Pressurization Time: 2,355 ft, 20 psi, 20-inch Pipe
Replies
4
Views
12K
How many steel profiles do I need to support a workshop roof in Santiago, Chile?
Replies
3
Views
2K
How to figure out how much weight an object can support
Replies
4
Views
5K
How Much Torque is Required to Rotate a 1500lb Steel Drum?
Replies
7
Views
5K
Wood/Glass/Metal How do I stiffen up this metal table?
Replies
23
Views
7K
Designing a Tower for a Homemade Wind Turbine: Considerations and Requirements
Replies
2
Views
4K
How I Cut My Electricity Bill In Half
Replies
30
Views
6K
How can I build the most efficient mouse trap car to travel over 175 feet?
Replies
1
Views
3K
How Can We Design a Compressed Air Car for 300 km Travel?
2
Replies
82
Views
27K

Hot Threads

Recent Insights

Back
Top