Previous in Forum: Core Cutting a Building Floor Slab   Next in Forum: Grouting a First-Tier Steel Column Base Plate
Close
Close
Close
12 comments
Rate Comments: Nested
Active Contributor

Join Date: Feb 2008
Posts: 21

Pumping Sand

03/18/2010 4:52 PM

Greetings from Maine, USA. I just took on a job to offload sand from trucks to some CFB boilers. I do a lot of fluid mechanics and piping, but moving sand is new to me, so I have a few questions for anyone with experience in this. The sand in this case is pretty high-quality, uniform, dry sand.

1. The client has a couple vendors for lined pipe, but I'm curious what people have to say about the best materials for abrasion resistance.

2. What is the approximate minimum velocity to keep sand from settling? Is there an optimum velocity range for economics - offloading air pressure, wear on piping, etc.? A maximum velocity that'll damage the sand? ( I also have a request in to the manufacturer for this).

3. Here's the real curious question - one piping supplier said they never run sand piping at a 45-degree incline, up or down, because it wears the piping faster than either horizontal or vertical. Anyone have any basis for this idea?

Thanks for any feedback.

Scott

Register to Reply
Interested in this topic? By joining CR4 you can "subscribe" to
this discussion and receive notification when new comments are added.

Good Answers:

These comments received enough positive votes to make them "good answers".

"Almost" Good Answers:

Check out these comments that don't yet have enough votes to be "official" good answers and, if you agree with them, vote them!
2
Guru

Join Date: Aug 2009
Location: Glen Mills, PA.
Posts: 2385
Good Answers: 114
#1

Re: Pumping Sand

03/18/2010 8:27 PM

I'll take a guess at number three. If it is vertical, the sand barely touches the wall, if it is horizontal, a thin layer of slower moving sand will sit on the bottom, saving it from high abrasion. I imagine that a slope between the angle of repose and ninety minus the angle of repose would be highly abrasive.

__________________
In a time of universal deceit, telling the truth is a revolutionary act. George Orwell
Register to Reply Good Answer (Score 2)
Guru
Hobbies - Musician - Engineering Fields - Chemical Engineering - New Member Engineering Fields - Control Engineering - New Member Engineering Fields - Instrumentation Engineering - New Member

Join Date: Jan 2007
Location: Moses Lake, WA, USA, Thulcandra - The Silent Planet (C.S. Lewis)
Posts: 4216
Good Answers: 194
#5
In reply to #1

Re: Pumping Sand

03/18/2010 11:00 PM

Hi passingtongreen,

I think you are right on here, so GA.

Mike

__________________
"Reason is not automatic. Those who deny it cannot be conquered by it. Do not count on them. Leave them alone." - Ayn Rand
Register to Reply
Guru
United States - Member - New Member

Join Date: Mar 2010
Location: In the pool because it is too hot.
Posts: 3054
Good Answers: 141
#2

Re: Pumping Sand

03/18/2010 9:14 PM

There is sand and there is sand. How far do want to take it? And do you have height differences? What grid sizes, impurities, and do you do it indoors? Is it sharp or smooth? What is the specific gravity? What is the character when wet? Pumping with air in pipes will only work when really dry and for small grain size. Did you consider an Auger, Pipe wit Archimedes screw inside, transport belt with or without lobs? Then there is sand transport in water, works well but if you need it dry. that will be extra problems. Is this a long run project? The air system is about the most dusty, can generate toxines, and certain sands also create a explosive environment. And it is noisy and needs a lot of energy to waste.

__________________
Plenty of room here
Register to Reply
Guru
United States - Member - New Member

Join Date: Mar 2010
Location: In the pool because it is too hot.
Posts: 3054
Good Answers: 141
#3

Re: Pumping Sand

03/18/2010 9:28 PM

Sorry, I ticked off too early. Also this: when your pressure falls out the sand in the pipes can become a nightmare to unclog them especially when moist binds it. If the pipe is chosen, rubber coating will last the longest. Maybe you would consider rubber thick wall suction hose? As far as wear: only for when the system is long term, you can consider air accellerator at the curves. It maintains the velocity and when installed on the outside also keeps the sand from grinding down the walls. It is a pipe through the wall and under small angle. When you use a turbine as suction device, you can send part of the output back into thes pipes to create a ventury suction extra. Less energy consumption.This is part of my previous post

__________________
Plenty of room here
Register to Reply
Power-User

Join Date: Sep 2006
Location: Houston Texas
Posts: 282
Good Answers: 16
#4

Re: Pumping Sand

03/18/2010 10:42 PM

Two big factors are how far and how fast you want to offload.

There is an entire industry devoted to sand and other bulk powder handling. Click here for a start

http://www.powderandbulk.com/search.php?q=sand

__________________
Specializing in Dynamic Weighing Systems for Powder and Bulk Solids Handling
Register to Reply
Guru

Join Date: Aug 2007
Location: Earth - I think.
Posts: 2143
Good Answers: 165
#6

Re: Pumping Sand

03/18/2010 11:34 PM

Why use piping and and pneumatics? If the customer is dead set on this, or it is too late in the game to change the design, then you are stuck with that solution. But if it isn't, then have you considered a drag chain conveyor system?

It sounds like your talking about an off-loading situation. You can move more bulk faster with a conveyor system than with air.

Just a thought.

__________________
TANSTAAFL (If you don't know what that means, Google it - yourself)
Register to Reply
Participant

Join Date: Dec 2009
Posts: 3
#7
In reply to #6

Re: Pumping Sand

03/19/2010 3:17 AM

I'd agree with this actually.

Register to Reply
Guru

Join Date: Dec 2007
Location: Mumbai, India
Posts: 1983
Good Answers: 25
#8

Re: Pumping Sand

03/19/2010 7:28 AM

This company is well known for solid handling www.macawber.com.

__________________
"Engineers should not look for jobs but should create jobs for others" by Dr.Radhakrishnan Ex President of India during my college graduation day
Register to Reply
Guru

Join Date: May 2007
Location: Ohio. USA
Posts: 578
Good Answers: 30
#9

Re: Pumping Sand

03/19/2010 9:20 AM

Make sure you deal with equipment suppliers that understand this technology well or you will have maintainability problems. Not only can the piping wear but the diverter or pinch valves must be right for the job as well as other things.

For high density abrasive materials look into what is called a dense phase system. These operate at higher pressures but tend to move most of the material in slugs rather that the particles being suspended in high velocity air. This movement of slugs causes lower particle velocity and therefor less wear. Also the slugs enable movement of materials that are large and dense enough that they do not want to stay suspended in just high velocity air.

The lined pipe is quite expensive if you need much of it. Make sure the company that supplies the solids transport equipment also supplies the piping or at least makes a recommendation. You do not want finger pointing later. The transport velocity impacts the pipe wear very much so the piping needs to be part of the system. I have one solids pumping system that handles abrasives but due to low velocity (dense phase system) uses standard schedule 40 pipe on all straight runs. The elbows are standard sweep elbows with ceramic/epoxy filled boxes added to them on the outside. Experienced solids transport equipment suppliers are familiar with this method.

__________________
Everything I know about opera I learned from Bugs Bunny
Register to Reply Score 1 for Good Answer
Guru

Join Date: Sep 2008
Posts: 706
Good Answers: 32
#10

Re: Pumping Sand

03/19/2010 10:55 AM

I am in agreement with Dave on this. I looked into pneumatic sand transport systems for dry sand transport in a foundry. You go to three reputable suppliers and let them tell you what you need. Practically everyone quoted me on the basis of schedule 40 steel pipe. It is at the elbows that special attention is required. Sticking with vertical and horizontal runs was typical. I believe they recommended a slight slope on the horizontal runs.

There are different approaches as far as pulsing-laminar flow-dense phase, etc. and they all have their benefits vs. down sides. Let them size it and quote it but you really will find some big savings in sticking with the steel pipe vs. lined. They may even have a LDPE piping system available if this is only a short time project vs a permanent one. I found that LDPE wore better than steel in many places in a foundry sand application.

__________________
Spinco
Register to Reply
Active Contributor

Join Date: Feb 2008
Posts: 21
#11

Re: Pumping Sand

03/19/2010 11:39 AM

Well, thanks for all these responses. The sand is a dry natural product, not crushed, I'm told this makes it less abrasive than crushed and sorted products. I'm asking about options for conveying so the supplier can send dump trucks instead of trucks with eductors and blower. The client is interested in basalt-lined pipe, the length is about 70 feet, and there are only a couple bends in it, one 90 and a couple 45's. I'm trying to get more detailed info about blower capacity so I can determine velocities in the piping and check sizing. The supplier says that he uses 15 psig air to convey 12 tons/hour through 4" pipe. Dense phase transport is interesting, I'll also talk to the supplier about that. I did away with the incline, but I'm not sure I understand what the angle of repose has to do with it. Anyone care to clarify that idea?

Thanks again, I'll post anything interesting that comes up.

Register to Reply
2
Guru

Join Date: Sep 2008
Posts: 706
Good Answers: 32
#12
In reply to #11

Re: Pumping Sand

03/19/2010 12:48 PM

Foundry silica sand is from natural deposits often "mined" in lagoons via water/sand pumping and screened and dried. I had it delivered in pneumatic tankers and they came with a pneumatic delivery system where they would hook up to my silo via a heavy gauge canvas type hose with quick disconnect couplings. They would then blow it into my silos and we had to tell them not to raise the pressure too much so it wouldn't blow the fines out the vent. Their pressure range was approximately 12 to 18 psig and they were sending it up to the top of a 30 foot silo.

We had about a 4" to 5" pipe with about a 4 foot diameter sweep elbow at the top to deliver the sand directly downwards from the top of the silo. That sweep elbow was our biggest problem. They used to send it to BF Goodrich to rubber line. I learned from the truck driver that most people took the pipe and welded a piece of channel, formed to the upper surface-outside wall and welded closed on both ends, and did it that way. The principle being that as the outer wall of the pipe got eaten away sand filled the pocket and formed basically a stationary barrier of sand as it was blown in. The next time it blew through the rubber and steel I took it to a welder and did just that. Never had to replace it again.

We got 22 tons unloaded in about an hour and 20 minutes. So if you're looking to make up your own homegrown system based on 70 feet and 3 turns you could look into the modifications on the elbows and use straight steel sch 40. Lining would probably much be more expense and I would worry about it being a rougher surface so you might get a large increase in your co-efficient of friction. If the pipe is going to be accessible then the replacement cost might be a lot less than the lined pipe. I couldn't tell you about blower capacity but someone like Roots probably could. I believe that was the brand the trucks had.

The angle of repose probably has to do with the fact that if the angle or incline of the pipe exceeds the angle of repose then the sand will start sliding back down the pipe and cause a plug in your system at some point instead of just depositing itself in little piles along the length of the pipe.

__________________
Spinco
Register to Reply Good Answer (Score 2)
Register to Reply 12 comments

Good Answers:

These comments received enough positive votes to make them "good answers".

"Almost" Good Answers:

Check out these comments that don't yet have enough votes to be "official" good answers and, if you agree with them, vote them!
Copy to Clipboard

Users who posted comments:

DaveB (1); Delmar (1); dvmdsc (2); Kilowatt0 (1); Mikerho (1); passingtongreen (1); Spinco (2); suresh sharma (1); thinman56 (1); vdakbel (1)

Previous in Forum: Core Cutting a Building Floor Slab   Next in Forum: Grouting a First-Tier Steel Column Base Plate

Advertisement