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Summary PresentationJEFFREY STACK Masters ProjectDecember 2011 1December 2011
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Introduction Problem Description Methodology Expected Results Sizing of the Orifices 2December 2011
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Reactor Coolant Pumps (RCPs) ◦ Function Testing Requirements ◦ Characteristics that are tested Challenges to Testing ◦ Conditions ◦ Very specific requirements Net Positive Suction Head ◦ Very low pump suction pressures 3December 2011
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Harsh Testing Conditions for all Components ◦ In particular, NPSH testing conditions Cavitation in Restriction Orifice ◦ Large Δp & Large reduction in flow area Task – Dual Orifice System Design ◦ To minimize flow area reduction Hydraulic Design ◦ Includes sizing and any flow specific geometries Structural Design ◦ Includes static and dynamic analysis of the orifices 4December 2011
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Size Orifice & Determine Detailed Geometry ◦ Using Idelchick’s “Handbook of Hydraulic Resistance” Create 3D Model ◦ Using ANSYS Workbench Perform Static Structural Analysis ◦ Using ANSYS Workbench by applying the Δp on the front face of the orifice Perform Dynamic Structural Analysis ◦ Using ANSYS Workbench to determine orifice natural frequencies 5December 2011
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Two Orifice System Minimizing Cavitation Orifice System to be Capable of Testing at 2 Flow Points by Removal of One Orifice Structurally Sound for all Testing Conditions Natural Frequency not to Overlap Typical Pump Blade Passing Frequencies 6December 2011
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Using the required Δp of 663.5kPa to achieve the high flow point, Orifice 1 is sized using the following correlation from Idelchick Where F o is the flow area of the orifice which is solved for The inner diameter of Orifice 1 is determined to be 0.551m 7December 2011
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To determine the required Δp for Orifice 2, a new Δp of Orifice 1 is calculated for the low flow point This new Orifice 1 Δp is subtracted from the total (Orifice 1 & 2 combined) Δp of 1143.0kPa, which is required to achieve the low flow point The Orifice 2 Δp is determined to be 890.4kPa Using the correlation on the previous slide, the Orifice 2 inner diameter is determined to be 0.448m 8December 2011
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