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Participant

Join Date: Nov 2008
Posts: 4

Pumping Mine Backfill

11/07/2008 10:18 AM

I'm in the process of designing a long distance pumping system for sand-cement-flyash-brine backfill material for an underground mine. I have experience in pumping non-newtonian cement slurries containing cement-flyash-brine without the sand content at LOW flowrates in smaller diameter lines (the pressure drop was similar to that experienced with a Newtonian fluid). Does anyone have experience with similar systems and can help me verify pressure drops in my line at higher velocity with the increased viscosity induced by the sand component? Any other knowledge on backfill pumping would be greatly appreciated as well!

Material Specs as follows

Pipeline: 3.8 inch ID, carbon steel, 15,000ft, 110 usgpm, 3.09 ft/s

Backfill: Flyash, Portland cement, sand and brine (18, 7, 58, 17% by weight, respectively). d50 of sand = 0.608 mm. SG mixture = 2.06

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Power-User

Join Date: Jan 2007
Location: Houston,Texas
Posts: 378
Good Answers: 24
#1

Re: Pumping Mine Backfill

11/08/2008 4:06 PM

I believe some additional information is needed to provide reasonable assistance. The particle diameter distribution and spgr of solid materials of all components are necessary as well as the salt concentration in the brine (Brine SPGR =?) I believe the velocity is too low to keep the sand from separating and accumulating on the bottom of the line.

This is basically a slurry pipeline.

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Keith E Bowers, PMP
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Guru
Hobbies - DIY Welding - Wannabeabettawelda

Join Date: May 2007
Location: Annapolis, Maryland
Posts: 7940
Good Answers: 458
#2

Re: Pumping Mine Backfill

11/10/2008 10:01 AM

I hope your environmental folks (local, state, fed) have approved the plan and the cement mixture adequately contains the heavy metals often found in fly-ash. There has been a big brouhaha here in Maryland where fly-ash was dumped in a land fill and now the wells in the immediate area have unsafe levels of heavy metals due the the inadequate (none) control of the leachate. Big lawsuits flying around and much animosity towards the local power utility for not being more careful. I could assume that the mine is below aquifers and therefore leachate is of little concern, but just in case.

I've often wondered if fly-ash added to concrete for road construction would suitably contain the heavy metals and still retain the required strength. But then what becomes of it when the concrete has to be refinished or replaced?

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Participant

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#4
In reply to #2

Re: Pumping Mine Backfill

11/13/2008 9:06 AM

Thanks for the interest! The mine is below the aquifer levels so no environmental or legal issues of of concern.

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Participant

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#3

Re: Pumping Mine Backfill

11/13/2008 8:59 AM

Tyler Mesh

mm

Fraction Weight (g)

Total Weight (%)

44.75042.824.31
54.00020.132.03
63.35021.812.19
72.80025.132.53
82.36024.292.44
92.00025.822.60
101.70027.122.73
121.40045.384.57
141.18030.933.11
200.85083.398.39
350.425261.8826.35
600.250228.2122.96
1000.15060.396.08
2000.07565.216.56
PAN >200< 0.07531.223.14

The above is the particle distribution for the sand. The brine is fully saturated with salt with SG=1.20, Flyash SG=1.04, Portland Cement SG=1.51.

The carrier fluid composed of flyash and cement should help suspend the sand particles. In what range is the minimum recommended velocity to prevent settling?

Thanks, GMAN

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Brave Sir Robin (1); Gman (2); Keith E Bowers (1)

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