Re: Horizontal & Vertical Lines Vs Sloped Lines
stick to truly vertical and horizontal lines if you can...inclines between 20 and 80 degrees to horizontal will require more air to avoid deposition and recirculation.
also, keep number of bends as low as possible.
inclining downwards should be OK for relatively short runs.
wypych@uow.edu.au ■
Re: Horizontal & Vertical Lines Vs Sloped Lines
previous reply is right on and correct in every respect --all I would add is that if you do decide to have a downward angle, the elbow at the bottom can see some fairly high loadings and should be braced and supported accordingly or you may have a structural failure of the elbow connection. ■
Sloped Lines
Dear friends
I tried out sloped lines, 13, 30 and 45 degress going up, we were to build a large hot pneumatic conveying facility for sponge iron at 800 degrees C. 200 tons per hr with hidrogen and Co as carrier gas.
We had of course read abouth the pittsburgh university impresive results with sloped lines , a real high tech research work.
So we were not even thinking of using sloped lines. But top management wanted to save money (they are the ones that have the money anyway) so they made us try this out, The conveyors are at 13 degrees o we could in theory use the same structure.
The sloped lines settled some of the product in the bottom and recirculated to an extent , also dunes started forming in the long run and the line started chugging.
We needed to increase the dilution , use les solid to gas ratio, less phase density.
So you can make it work, but you will pay for is with wear in the bottom of the pipeline and more gas thwt means more compressor etc.
Also you can find your line making solid flow noises long after you ended the solids feed.
If you can, get away from sloped lines .
Marco ■
Re: Horizontal & Vertical Lines Vs Sloped Lines
Stick to horizontal and vertical lines only. Inclined lines reduce achievable conveying rate and may cause blockages with higher material loading. Declines may be OK, however may cause blockages due to gravity acceleration of material and concentration at the bottom bend. ■
Sloped Conveying Lines
Dear Mr. Graybeard,
According to our experiance it's no good to convey sloped up. It's advisable to convey vertical up and then transfering horizontal.
Please visite www.intec-kohler.ch
Greetings from switzerland Peter Kohler ■
Re: Horizontal & Vertical Lines Vs Sloped Lines
The answer to the situation presented involves several issues.
1. Can it be done? Yes, I have seen it done many times. Typically, it
may be done over very short runs (<20') immediately following a "Y"
diverter or simply to avoid an obstruction.
2. Is it preferred? Absolutely not, it is a very inefficient way to
convey material. The direction of the conveying force is on a "diagonal"
to the surface of the material trying to fight gravity pulling directly
downward. It is recommended to go vertical or horizontal because your
forces are directly "under" or "behind" the material providing a much more
efficient lifting/conveying force on the product against gravity. The
result of inclined conveying is that material tends to want to settle out
of the airstream and ride on the bottom of the convey line. With dilute
phase it is not as critical because the required velocities are very high
in order to suspend the material (salutation velocity) anyway, however, the
required suspension velocity will be higher when conveying on a diagonal.
Inefficiencies = More air = More $$. In addition, the density of the
material is also a critical factor. If the product is very light (i.e. saw
dust) the amount of air required to suspend the material is minimal
relative to a heavier product like sand. Therefore, the amount of air
required to overcome conveying on a diagonal may not be that significant if
the product is light. Diagonal conveying is just less efficient.
3. Fittings. Custom angled fittings would be more expensive. Pipe is
very easily supported off of existing columns and equipment with off the
shelf fittings. On a diagonal the pipe would need to be
suspended/supported in space.
I hope this answers your question. ■
Re: Horizontal & Vertical Lines Vs Sloped Lines
Thanks to all who have responded. This info has been most helpful, especially since it is contrary to my simplistic thinking that it is easier to roll (even a box much less a ball) up a slope than it is to lift. Admittedly, I didn't do extensive searching, but what little I did I didn't seen this issue addressed. I must have read half a dozen articles that addressed required flowrates and pressure drops. One even had a diagram of a system with all the lifts at about a 45 deg. angle. Any suggested published info that attempts to address this subject? ■
Published Info On Sloped Lines
The pneumatic conveying course given in 1994 by the Continuous education center in New Brunswick (I believe) . Covers the issue extensively. the data was presented by professor Jorge Klinzing from Pittsburgh University .
Then Paul Solt presented Fuller`s findings in one of the Powder shows conferences in Chicago.
Mohlman`s Phd tesis from the university of Wolongong in South Africa , "Pneumatic Conveying of Large Rck Prticles" covers some aspects of slope conveying (they were conveying inside a mine , they had no choice but to follow the sloped floor).
I hope this helps .
If you need more references I can look in my library .
Consider the rolling vs lifting again.
when you roll you have the polar momentum of inertia , and the friction, the centrifugall force will act as an added gravitational force if your particle is rownd , like mine , you will hear them rolling at the bottom . They come out of supension. packing at the bottom of the pipe,
By the way there is a Russian document that covers the theoretical free body momentum exchange fron impact an bouncing in pneumatic conveying, then it goes to find adimentional numbers to scale up wall friction . Intersting though I could never do anything with that .
Mohlman`s document is easy to read and practicall to use , the results are summarized in Klinzing Marcus Risk and Lelung`s book.
a good mathematical approach to pressure drop in dilute phase conveying lines you can find in W.C. Yang`s article on pressure drop in a 4 inch pneumatic transport loop.
Yang is the father of all the other guys in dilute phase conveying .
the reading is worth your time.
regards
marco ■
Re: Horizontal & Vertical Lines Vs Sloped Lines
Thanks again to all. This has been most helpful. ■
Re: Horizontal & Vertical Lines Vs Sloped Lines
Good luck with your analysis and if we can be of assistance, feel free to contact us. ■
Horizontal & Vertical Lines vs Sloped Lines
Am currently designing a dilute phase pneumatic transfer system to convey a dense powder. Have a 6 foot lift and a 2 foot lift with about 30 feet horizontal between 1 & 2nd lift.
Question - should "horizontal" pipe (between 2 lifts) be horizontal, sloped up or down from 1st to 2nd lift. Can find plenty info on velocities and such but no web info on which way if any to slope. Since I can't slope back at 30 deg., my feeling is back slope won't do any good - pipe won't drain clear if I loose air. And no good to slope down to 2nd lift, because that just causes me to lift sloped height differential twice. So am tending to run "horizontal" run horizontal as opposed to down slope, but thinking that there may be a slight advantage to making vertical lifts steep slope (30 to 70 deg) as opposed to true vertical. Would appreciate any knowledge based input. ■