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OCTOBER 19-20, 2012 - YMCA University of Science & Technology

OCTOBER 19-20, 2012 - YMCA University of Science & Technology

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Proceedings <strong>of</strong> the National Conference on<br />

Trends and Advances in Mechanical Engineering,<br />

<strong>YMCA</strong> <strong>University</strong> <strong>of</strong> <strong>Science</strong> & <strong>Technology</strong>, Faridabad, Haryana, Oct <strong>19</strong>-<strong>20</strong>, <strong>20</strong>12<br />

Pressure drop<br />

Variation in pressure drop predictions by mixture model for conveying <strong>of</strong> cement at solid loading ratio is shown<br />

in Figs. 4 and 5. As expected, the pressure decreases along the flow constantly, where the effect <strong>of</strong> pipe bend on<br />

flow is absent. However, as the flow reaches near pipe bend, the decrease in pressure is not constant and it<br />

decreases rapidly in comparison to the horizontal pipeline. Further, the pressure changes across the pipe bend<br />

cross-section with increased pressure at outer wall <strong>of</strong> the pipe bend.<br />

The pressure gradient across the bend increases as the solid concentration or flow velocity increases. This<br />

increase in pressure gradient may be attributed to the increased interaction between particles at higher<br />

concentrations and flow velocities. The bend effect increases on downward side <strong>of</strong> the pipe as solid<br />

concentration increases as the larger pressure gradients take its effect to longer distances.<br />

Fig. 4 Three-dimensional pressure distribution pr<strong>of</strong>ile <strong>of</strong> pneumatic conveying pipe line in horizontal plane,<br />

conveying cement at solid loading ratio 1<strong>19</strong><br />

Fig. 5 Three-dimensional pressure distribution pr<strong>of</strong>ile <strong>of</strong> pneumatic conveying pipe line in horizontal plane,<br />

conveying cement at solid loading ratio 18<br />

225

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