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Investigations of sand water induced erosive wear of AISI 304L stainless steel pipes by pilot scale and laboratory scale testing

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Figure

Table 1. Values of parameters used in the computational models
Table 3.  Values of Parameters used in evaluating erosion rates from actual bend
Figure 1:  Model results for planes on the straight ( 0sand particles with the inner surface of the pipe wall for case 1
Figure 2: Slurry loop layout showing approximate dimensions and approximate position of components straight 43 and bend 65
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