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• W2903225791 abstract "The falling liquid flow rate under flooding conditions is limited at a square top end of a vertical pipe in the pressurizer surge line with the diameter of about 300 mm that consists of a vertical pipe, a vertical elbow, and a slightly inclined pipe with elbows. In this study, therefore, we evaluated effects of diameters on countercurrent flow limitation (CCFL) at the square top end in vertical pipes by using existing air-water data in the diameter range of D = 19-250 mm. As a result, we found that there was a strong relationship between the constant <mml:math xmlns:mml=http://www.w3.org/1998/Math/MathML id=M1><mml:mrow><mml:msub><mml:mrow><mml:mi>C</mml:mi></mml:mrow><mml:mrow><mml:mi mathvariant=normal>K</mml:mi></mml:mrow></mml:msub></mml:mrow></mml:math> and the slope m in the Wallis-type correlation where the Kutateladze parameters were used for the dimensionless gas and liquid velocities. The constant <mml:math xmlns:mml=http://www.w3.org/1998/Math/MathML id=M2><mml:mrow><mml:msub><mml:mrow><mml:mi>C</mml:mi></mml:mrow><mml:mrow><mml:mi mathvariant=normal>K</mml:mi></mml:mrow></mml:msub></mml:mrow></mml:math> and the slope m increased when the water level is increased in the upper tank h . CCFL at the square top end of the vertical pipes could be expressed by the Kutateladze parameters with <mml:math xmlns:mml=http://www.w3.org/1998/Math/MathML id=M3><mml:mrow><mml:msub><mml:mrow><mml:mi>C</mml:mi></mml:mrow><mml:mrow><mml:mi mathvariant=normal>K</mml:mi></mml:mrow></mml:msub></mml:mrow></mml:math> = 1.53±0.11 and m = 0.97 for D ≥ 30 mm. The <mml:math xmlns:mml=http://www.w3.org/1998/Math/MathML id=M4><mml:mrow><mml:msub><mml:mrow><mml:mi>C</mml:mi></mml:mrow><mml:mrow><mml:mi mathvariant=normal>K</mml:mi></mml:mrow></mml:msub></mml:mrow></mml:math> values were smaller for D = 19-25 mm than those for D ≥ 30 mm." @default.
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• W2903225791 date "2018-12-02" @default.
• W2903225791 modified "2023-09-27" @default.
• W2903225791 title "Effects of Diameters on Countercurrent Flow Limitation at a Square Top End in Vertical Pipes" @default.
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• W2903225791 doi "https://doi.org/10.1155/2018/1426718" @default.
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