2018
DOI: 10.1016/j.nucengdes.2017.11.008
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Countercurrent flow limitation in a pressurizer surge line

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Cited by 4 publications
(6 citation statements)
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“…In region "R-III", all data were obtained with the protruding top end. K and m in region "R-IV" with the small diameters of D = 19-25 mm and the water level at midlevel were outside the range of values calculated by using (8). Our major interest is CCFL in large diameters with the square top end, and therefore all data in Regions "R-I" and "R-II" and data with large diameters in region "R-III" are plotted in Figure 8(b).…”
Section: Ccfl In Vertical Pipes Of Small Diameters As Shown Inmentioning
confidence: 56%
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“…In region "R-III", all data were obtained with the protruding top end. K and m in region "R-IV" with the small diameters of D = 19-25 mm and the water level at midlevel were outside the range of values calculated by using (8). Our major interest is CCFL in large diameters with the square top end, and therefore all data in Regions "R-I" and "R-II" and data with large diameters in region "R-III" are plotted in Figure 8(b).…”
Section: Ccfl In Vertical Pipes Of Small Diameters As Shown Inmentioning
confidence: 56%
“…Computations with the Annular Flow Model. CCFL characteristics in vertical pipes can be computed by using the annular flow model with the maximum flow condition of ( * L / ) = 0 or ( * G / ) = 0 and correlations for the interfacial friction factor and the wall friction factor (Richter [9]; Bharathan and Wallis [20]; Sudo [21]; Yamamoto et al [8]). In the computations, the correlation for the interfacial friction factor is important.…”
Section: Discussionmentioning
confidence: 99%
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