IM 2019 April 19 | 页面 57

PASTE SUPPLEMENT 2019 Pipeline designed for deposit free operation at lowest design flow rate Nominal flow 0.046 kW/t/km Maximum flow rate 0.067 kW/t/km Table 1: Specific energy consumption for different design approaches discussed in more detail below.  The authors are familiar with several tailings pipelines which operate reliably with a deposit. This new design approach has the potential to reduce the capital and operating costs of tailings pipeline systems. Pipeline designed for deposit free operation at nominal design flow rate 0.030 kW/t/km 0.044 kW/t/km pipelines have been designed operated in turbulent flow but there are many examples of slurry pipelines operating in laminar flow. Paste backfill distributions operate in laminar flow due to the high mixture yield stresses (typically above 300 Pa). In general, there are no instability issues in the operation of these pipeline systems although there are cases where solids build-up on the pipe invert has been observed for yield stress values around 200 Pa. There are several tailings pipelines operating successfully in laminar flow as shown in Figure 3. However, the wide-spread adoption of this approach has been limited by our incomplete knowledge of how to design for laminar flow. Our current understanding of the flow of tailings Laminar flow pipeline operation Tailings pipelines are increasingly operated at higher solids concentrations to help mining operations conserve water and energy. As solids concentrations increase, there is a greater likelihood the pipeline will operate in laminar flow due to the higher tailings rheology. The tailings yield stress and slurry density largely govern the transition from the laminar to turbulent flow. As illustrated in Figure 2, it is practical to operate in the turbulent flow for only moderate yield stresses (ie a Bingham yield stress of 40 Pa requires that the pipeline is operated above 4 m/s to remain in turbulent flow). To avoid potential instabilities associated with the laminar flow (Cooke, 2002), historically slurry Figure 2:  Laminar to transition (typical copper tailings) When the best solution doesn’t exist, we create it. We have designed and built some of the most technically challenging tailing dams in the industry and have done so with a focus on safety and sustainability. stantec.com/mining