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Experimental investigation on pressure drop of supercritical water in an annular channel

机译:环形通道超临界水压压降的实验研究

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This paper presents an experimental investigation of the pressure drop and friction factor of supercritical water in an annular channel. The gap and the full length of the annulus are 4 mm and 1400 mm, respectively. The experimental pressure ranges from 23 to 28 MPa, mass flux ranges from 700 to 1500 kg/(m(2)s), and heat flux on the inner wall ranges from 200 to 1000 kW/m(2). Results showed that the frictional pressure-drop increases significantly with increasing mass flux, particularly when the bulk enthalpy surpasses the pseudo-critical enthalpy. A local hump in the friction factor was observed corresponding to the pseudo-critical enthalpy, which becomes stronger with the decrease of mass flux or pressure. The assessment of correlations demonstrated that constant-property-based correlations fail to predict the friction factor of supercritical water. Hence, an improved correlation was proposed which captures 82.6% of the experimental data within 25% error band.
机译:本文对超临界水在环形通道中的压降和摩擦系数进行了实验研究。环空的间隙和全长分别为4 mm和1400 mm。实验压力范围为23~28mpa,质量流量范围为700~1500kg/(m2),内壁热流密度范围为200~1000kw/m2。结果表明,随着质量流量的增加,摩擦压降显著增加,尤其是当体积焓超过拟临界焓时。在摩擦系数中观察到一个对应于伪临界焓的局部峰,该峰随着质量流量或压力的降低而变得更强。相关性评估表明,基于常数性质的相关性无法预测超临界水的摩擦系数。因此,提出了一种改进的相关性,在25%的误差范围内捕获82.6%的实验数据。

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