Difference between revisions of "Backfill pipeline and delivery systems"

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==Factors affecting pipeline pressure gradients==
==Factors affecting pipeline pressure gradients==

Latest revision as of 20:17, 18 January 2016

Factors affecting pipeline pressure gradients

Backfill velocity

Gilchrist (1988) shows that with increasing backfill velocity the pipeline pressure gradient increases. This work was carried out in a 40 mm NB schedule 40 pipe. Figure 1 after Steward (2007) shows that pipeline pressure gradients increase with increasing pipeline velocities for a range of pipe sizes. This trend is seen for all backfill types.

Steward Figure 1.jpg

Figure 1: Velocity versus pressure gradient for cyclone classified tailings at 1.75 relative density in different pipe sizes

Backfill relative density

Figure 2 shows that at a solids relative density greater than 1.75 there is a sharp increase in pressure gradient of a 2.65 SG tailings.

Steward Figure 2.jpg

Figure 2: Velocity versus pressure gradient for increasing backfill relative density in a 65NB pipe

This relative density corresponds to a mass % solids concentration of 68.8%. The degree of the increase and the shape of the relationship is dependent on particle characteristics such as size, shape, specific gravity and mineralogy. In this instance it is clear that the backfill product is transitioning from a settling backfill to one displaying slow settling characteristics. The movement of the backfill pressure gradients from passing though the origin on both the X and Y axis indicates a pressure gradient existing as the flow rate tens for zero flow this is indicative of a yield stress developing in the backfill. The backfill system is moving from a turbulent, inertial force driven system to a laminar, viscous force driven one. Backfill relative density and the associated pressure gradients define our description of backfills.

Hydraulic fills manufactured from cyclone classified tailings (CCT) are typically settling backfills from which the water drains. These backfills are typically less than 50 volume % solids and the flow rate pressure gradient relationships tend to pass through 0.

Full plant tailings (FPT) backfills that are slow settling may best be termed thickened tailings and contain a binder content. These backfills still have shrinkage and possibly some water drainage; however, they have a volume percent solids that may exceed 50%. These backfills may manifest a yield stress, typically less than 100Pa, and the flow rate pressure gradient may not pass through the origin.

Paste backfills tend to be non-settling, with solids volumetric concentration above 50%. They have a binder content and are typically non-draining. These backfills have yield stresses in excess of 200Pa. As a progression, the pressure gradients increase from the hydraulic backfill to the paste backfill.

Particle size distribution

Backfilling has changed over the years from being dominated by draining backfills to being dominated by slight and non-draining backfills.

Initially metallurgical plant tailings were cycloned to remove the minus 10 micron fraction to produce cyclone classified tailings, to aid percolation and drainage. Now the metallurgical plant tailings are dewatered and used as thickened tailings or paste backfills. The major changes in these operations, besides the backfill tailings becoming more fine and the need for more capital intensive equipment, is the need to introduce cementitious binders to take up the water remaining in the backfill and generate strength.

This move from cyclone classified tailing to full plant tailings based backfill, i.e. from a coarse material with little fines to a high fines backfill, results in increased pressure gradients. Figure 3, after Steward (2007) indicates the increase in pressure gradient from a cyclone classified tailings to full plant tailings for the same metallurgical tailings material at a relative density of 1.75, or a volume solids concentration of 45%.

Steward Figure 3.jpg

Figure 3: Velocity versus pressure gradient for cyclone classified tailings and full plant tailings at 1.75RD from the same metallurgical milled tailings

Pipe diameter

Cooke, (1991) reports a decrease in pipeline pressure gradient with increasing pipe diameter and this is reflected in Figure 1 and even more clearly in Figure 4 after Steward (2007).

Steward Figure 4.jpg

Figure 4: Pipe inside diameter versus pressure gradient for backfill at 1.75RD at various flow rates

Flow regime

Cooke (1991) discusses flow observations and the corresponding flow regimes in terms of the following three observations:

Stationary bed

In general, a stationary bed—where a bed of stationary particles or solitary particles is observed on the pipe invert—occurs if the transport velocity is insufficient to suspend the solids and the concentration is sufficiently low to manifest no hindered settling of the particles. This is possible in cyclone classified tailings and less so in thickened tailings and seldom apparent in paste backfills, although laminar flow settling can occur in thickened and paste backfills.

Asymmetric flow

Asymmetry, or a velocity profile, is again associated with low solids concentration or coarse backfills such as cyclone classified tailings or low concentration full plant tailings systems. This can also be termed heterogeneous flow. If the

Symmetric flow

This is typical of high solids concentration thickened and paste backfills. A case can exist where typically heterogeneous backfill can develop a pseudo-homogeneous behaviour if the transport velocity is sufficiently high.

In general, asymmetry of the flow of backfill in the pipeline decreases with increasing mixture-relative density and increases with increasing pipe diameter.

Backfill velocity is also inextricably linked to the effect of solids concentration. At low solids concentrations high velocities must be maintained to achieve asymmetric and symmetric flow regimes, whereas with an increasing solids concentration the velocity can be allowed to decrease. This reaches a maximum in slow and non-settling backfills where low velocities can be achieved with little or no negative effects. The method of transport in non-settling systems at high concentrations is commonly called Plug flow, described by a central core of material that flows through a highly sheared annulus as shown in Figure 5.

Steward Figure 5.jpg

Figure 5: Plug flow in non-settling backfill

Figure 6 shows the interaction between flow regime and pressure gradient.

Steward Figure 6.jpg

Figure 6: Interaction between pressure gradients, flow regime and backfill types

Binder addition

Tests on the pipe pressure gradients for CCT show that no changes are experienced with binder additions between 3 and 9% as shown in Figure 7.

Steward Figure 7.jpg

Figure 7: Flow rate versus pressure gradient for cyclone classified tailings at 1.80RD with different binder additions in a 65NB pipe

This is not the case for FPT, where increased addition of binder has reduced the pipeline pressure gradients as shown in Figure 8.

Steward Figure 8.jpg

Figure 8: Flow rate versus pressure gradient for cyclone classified tailings at 1.75RD with different binder additions in a 65NB pipe

The effect of binder on the pressure gradients in FPT has been researched by Paterson and Lazarus (1989). They carried out research using a FPT from Cooke 3 shaft of Randfontein Estates Gold Mine in South Africa.

Paterson and Lazarus found that a 5 % by wet mass addition of a binder resulted in increased pressure gradients for backfill relative densities greater than 1.64. This is due to the increase in fine particles to the backfill system.

Figure 9 is a graph after Cooke and Spearing (1993) that shows the increase in yield stress, apparent viscosity and laminar to turbulent transition when binder is added to full plant tailings.

Steward Figure 9.jpg

Figure 9: The effect of binder addition on pipeline pressure gradients

From these results the following observations can be made:

  • Velocity effects
Increasing the backfill velocity increases the pipeline pressure gradient. Increased velocities results in increased pipe wear.
  • Density effects
Increasing the backfill relative density increases the pipeline pressure gradients, this decreases pipe wear rates.
  • Particle size effects
The particle size distribution is determined by factors other than the transport considerations, i.e. the milling process undertaken to facilitate mineral recovery. The particle size distribution can be modified; however, this is carried out in order to achieve the desirable placement properties as a backfill such as a cyclone classified tailings.
  • Pipe bore effects
Increasing the pipe bore decreases the pipeline pressure gradient.

Summary of parameter effects

The above discussion shows that the design of a successful backfill distribution system is a balance of the above parameters. In summary, the following transport and material parameters should be considered when designing a backfill distribution system:

  • Low velocities

This reduces pipe wear rates; however, low velocities also result in decreased pipeline pressure gradients and tendency to greater asymmetry in the flow regime.

  • High relative densities

The benefits of high relative densities are low wear rates, increased pressure gradients, more stable flow regimes and lower settling rates.

  • Large pipe diameters

As with high relative densities, pipe diameter is a balance that depends on the required flow rate and the static head, against the total pipeline frictional losses. Larger pipe diameters result in decreased specific wear rates; however, on the negative side, the flow asymmetry is increased and the pipeline pressure gradients are decreased.

  • Addition of cement binder

This has a beneficial effect in decreasing pipe wear rates and increasing pressure gradients in the case of FPT. Furthermore, the performance of cemented fill as the support medium underground is exemplary.

In short, the design of a backfill distribution system requires the most effective balance of velocity, relative density and pipe diameter.

See also

Backfill distribution system design
Backfill properties
Backfill material


Bain, A.G. and Bonnington, S.T. (1970). The hydraulic transport of solids by pipeline. Pergamon Press.

Barker, M.L. and Truscott, B. (1974). The development and operation of a test facility for pipeline abrasive wear measurement. Colorado, U.S.A., Paper J3.

Carter, A.M.F. and Howarth, H. D. (date). A literature review of the factors that influence the wear of backfill handling systems.Report No. M319. Council for Mineral Technology.

Cooke, R. (1991). Performance of backfill distribution systems at high solids concentrations.Hydraulic Conveying Solutions, Report No. TDS91012, August. Gold and Uranium Division, Anglo American Corporation.

Cooke, R. (1991). The dense phase hydraulic transport of high concentration cyclone classified tailings in pipelines. Ph.D thesis. University of Cape Town.

Cooke, R. (1992). The influence of binder addition on the hydraulic transport properties of backfill slurries. Hydraulic Conveying Solutions, Report No. TDS92014, August. Gold and Uranium Division, Anglo American Corporation.

De Bree S.E.M., Rosenbrand, W.F. and De Gee A.W.J. (1982). On the erosion resistance in water-sand mixtures of steels for application in backfill pipelines. Hydrotransport 8. Stephens H.S. (ed), BHRA fluid Engineering, Cranfield.

De Figueirdo, F. (1987). Design of deslimed tailings backfill system. Internal report, Technical note No. T 27/87, Task No. GD3VO1. Chamber of Mines Research Organisation.

Epithite, H.J. (1985). Rubber lining - The soft option against abrasion. Bulk Solids Handling, 5:5 Oct. pp.1041-1047.

Gilchrist, I.C.R. (1988). Predicting the values of flow parameters for the design of pipelines conveying backfill slurries.Backfill in South African Mines. South African Institute of Mining and Metallurgy. pp.235-261.

Guest, P.J., Lander, W.K. and Rabenstine, R.B. (1986). Conceptual design of a deslimed tailings backfill distribution system. Research Report No. 28/87, Project Number No. GD3R09. Chamber of Mines Research Organisation.

Hinde, A.L. (1989). Implications of backfill compositional changes. The Alleviation of Classified Tailings Backfill System Problems, Backfill Seminar, Chamber of Mines Research Organisation, September.

Paterson, A.J.C. and Lazarus, J.H. (1989). Backfill pipeline tests for Cooke III shaft – Randfontein. Hydrotransport Research, Report No. JCI 89 161. Johannesburg Consolidated Investments.

Petersen, J. (1988). Wear in backfill backfill pipelines - A review of the present knowledge and a proposed strategy for future research. Technical Note No. T39/88, Task No. GD3R12. Gold Exploration Laboratory, Chamber of Mines Research Organisation.

Sauermann, H.B. (1982). The influence of particle diameter on pressure gradients of gold slimes pumping. Proceedings Hydrotransport 8. BHRA Fluid Engineering, Cranfield, U.K.

Schmidt, E. and Spearling, A.J.S. (1990). Internal Backfill Guideline Report. Technical and Development Services, Gold and Uranium Division, Anglo American Corporation.

Shook, C.A., Haas, D.B., Husband, W.H.W. and Small, M. (1981). Relative wear rate determinations for backfill pipelines. Journal of Pipelines, No. 4. pp. 273-280.

Spearing, A.J.S. and Steward, N.R. (1992). Backfill, not paste, will be the fill of the future. Canadian Mining Journal, June. pp. 31-40.

Steward, N.R. (1990). The determination of wear related parameters for nine classified tailings. Gold and Uranium Division Report: April. Anglo American Corporation of South Africa.

Steward, N.R. (1991). The determination of the relationship between pipe wear and pipe diameter. Gold and Uranium Division Report: February. Anglo American Corporation of South Africa.

Steward, N.R. (1991b). The determination of wear relationships for two classified tailings at high relative densities. Gold and Uranium Division Report: July. Anglo American Corporation of South Africa.

Steward, N.R. (1991c). The determination of pipeline wear relationships for Fosroc Filset Binder modified classified tailings at high relative densities. Gold and Uranium Division Report: December. Anglo American Corporation of South Africa.

Steward, N.R. (1992). The determination of pipeline particle degradation and the wear related parameters for Elandsrand cyclone classified tailings and President Steyn full plant tailings. Gold and Uranium Division Report: April. Anglo American Corporation.

Steward, N.R. and Heckroodt (1989). Polyurethane as a wear resistant material in backfill handling applications. Hydrotransport 11: October. Stratford-upon-Avon, UK. pp.523-530.

Thomas, E.G., Nantel, L.H., Notley, K.R. (1979). Fill Technology in Underground Metalliferous Mines. International Academic Services Limited. Ontario, Canada.

Truscott, G.F. (1975). A literature survey on wear in pipelines. BHRA Fluid Engineering publication, TN 1295.

Van der Walt, P.G. (1988). Reticulation systems for deslimed tailings. Backfill in South African Mines. South African Institute of Mining and Metallurgy. pp. 393-403.

Wang Q. (1986). Wear resistance of steels under wet-abrasive erosion conditions. Wear:112. pp. 207-216.

Warman Technical pamphlet, Mitchel Cotts Engineering (Pty) Ltd.

Wingrove, A.C. (1989). JCI experiences with vertical "free fall" and "full flow" backfill systems. Backfill Transport in the Mining Industry, Current Technology, September. Hydraulic Conveying Association of South Africa. S.A.