Countercurrent Flow

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Ho-ming Yeh - One of the best experts on this subject based on the ideXlab platform.

Ching Chun Hsu - One of the best experts on this subject based on the ideXlab platform.

Akio Tomiyama - One of the best experts on this subject based on the ideXlab platform.

  • Countercurrent Flow limitation in a pressurizer surge line
    Nuclear Engineering and Design, 2018
    Co-Authors: Yasunori Yamamoto, Michio Murase, Akio Tomiyama
    Abstract:

    Abstract In order to clarify the characteristics of Countercurrent Flow limitation (CCFL) in a pressurizer surge line, CCFL in a vertical pipe with a large diameter was evaluated using previous experimental data and a one-region model with an existing correlation of interfacial shear stress. The CCFL is defined by the relationship between the gas and liquid volumetric fluxes under a quasi-steady state after onset of flooding. A correlation for CCFL at the sharp-edged upper end of vertical pipes was constructed and it was compared to CCFL in the slightly inclined pipe. The comparison indicated that the liquid volumetric flux at the sharp-edged upper end was lower than that in a slightly inclined pipe when they have a large diameter such for an actual-scale pressurizer surge line. However, it was found that the liquid volumetric flux in integral experiments (including a slightly inclined pipe, a vertical elbow, and a vertical pipe) was lower than that in slightly inclined pipes and vertical pipes. Considering system characteristics from experimental data for the pressurizer surge line, it was concluded that the Kutateladze parameter should be applied with the slope of m = 0.94 and the constant of CK = 1.24 ± 0.1 for the Wallis type CCFL correlation.

  • Prediction of Countercurrent Flow Limitation and Its Uncertainty in Horizontal and Slightly Inclined Pipes
    Nuclear Technology, 2017
    Co-Authors: Michio Murase, Yoichi Utanohara, Takayoshi Kusunoki, Yasunori Yamamoto, Dirk Lucas, Akio Tomiyama
    Abstract:

    We proposed prediction methods for Countercurrent Flow limitation (CCFL) in horizontal and slightly inclined pipes with one-dimensional (1-D) computations and uncertainty of computed CCFL. In this ...

  • Countercurrent Flow Limitation in Slightly Inclined Pipes With Elbows
    Journal of Nuclear Engineering and Radiation Science, 2015
    Co-Authors: Michio Murase, Takayoshi Kusunoki, Dirk Lucas, Ikuo Kinoshita, Akio Tomiyama
    Abstract:

    One-dimensional (1D) sensitivity computations were carried out for air–water Countercurrent Flows in a 1/15-scale model of the hot leg and a 1/10-scale model of the pressurizer surge line in a pressurized water reactor (PWR) to generalize the prediction method for Countercurrent Flow limitation (CCFL) characteristics in slightly inclined pipes with elbows. In the 1D model, the wall friction coefficient fwG of single-phase gas Flows was used. The interfacial drag coefficient of fi=0.03, an appropriate adjustment factor of NwL=6 for the wall friction coefficient fwL of single-phase liquid Flows (NwG=1 for fwG of single-phase gas Flows), and an appropriate adjustment factor of Nde=6 for the pressure loss coefficient ζe of elbows in single-phase Flows were determined to give good agreement between the computed and measured CCFL characteristics. The adjusted factors were used to compute and then discuss effects of the inclination angle and diameter on CCFL characteristics.

  • Correlation for Countercurrent Flow limitation in a PWR hot leg
    Journal of Nuclear Science and Technology, 2012
    Co-Authors: Michio Murase, Yoichi Utanohara, Dirk Lucas, Akio Tomiyama, Ikuo Kinoshita, Chihiro Yanagi
    Abstract:

    Numerical simulations were done to evaluate Countercurrent Flow limitation (CCFL) characteristics in a pressurized water reactor (PWR) hot leg with the diameter of 750 mm by using a volume of fluid (VOF) method implemented in the CFD software, FLUENT6.3.26. The calculated CCFL characteristics agreed well with known values including the UPTF data at 1.5 MPa. Sensitivity analyses for system pressures up to 8 MPa showed that the calculated CCFL characteristics in the Wallis diagram were slightly mitigated from 0.1 MPa to 1.5 MPa with increasing system pressure, but they did not change from 1.5 MPa to 8MPa. Using the CCFLs calculated in this study and values measured under air–water and steam–water conditions, a CCFL correlation and its uncertainty were derived.

  • Numerical Simulation of Size Effects on Countercurrent Flow Limitation in PWR Hot Leg Models
    Science and Technology of Nuclear Installations, 2012
    Co-Authors: Ikuo Kinoshita, Michio Murase, Akio Tomiyama
    Abstract:

    We have previously done numerical simulations using the two-fluid model implemented in the CFD software FLUENT6.3.26 to investigate effects of shape of a Flow channel and its size on CCFL (Countercurrent Flow limitation) characteristics in PWR hot leg models. We confirmed that CCFL characteristics in the hot leg could be well correlated with the Wallis parameters in the diameter range of . In the present study, we did numerical simulations using the two-fluid model for the air-water tests with ?m to determine why CCFL characteristics for ?m were severer compared with those in the range, . The predicted CCFL characteristics agreed with the data for ?m and indicated that the CCFL difference between ?m and m was caused by the size effect and not by other factors.

Michio Murase - One of the best experts on this subject based on the ideXlab platform.

  • Countercurrent Flow limitation in a pressurizer surge line
    Nuclear Engineering and Design, 2018
    Co-Authors: Yasunori Yamamoto, Michio Murase, Akio Tomiyama
    Abstract:

    Abstract In order to clarify the characteristics of Countercurrent Flow limitation (CCFL) in a pressurizer surge line, CCFL in a vertical pipe with a large diameter was evaluated using previous experimental data and a one-region model with an existing correlation of interfacial shear stress. The CCFL is defined by the relationship between the gas and liquid volumetric fluxes under a quasi-steady state after onset of flooding. A correlation for CCFL at the sharp-edged upper end of vertical pipes was constructed and it was compared to CCFL in the slightly inclined pipe. The comparison indicated that the liquid volumetric flux at the sharp-edged upper end was lower than that in a slightly inclined pipe when they have a large diameter such for an actual-scale pressurizer surge line. However, it was found that the liquid volumetric flux in integral experiments (including a slightly inclined pipe, a vertical elbow, and a vertical pipe) was lower than that in slightly inclined pipes and vertical pipes. Considering system characteristics from experimental data for the pressurizer surge line, it was concluded that the Kutateladze parameter should be applied with the slope of m = 0.94 and the constant of CK = 1.24 ± 0.1 for the Wallis type CCFL correlation.

  • Prediction of Countercurrent Flow Limitation and Its Uncertainty in Horizontal and Slightly Inclined Pipes
    Nuclear Technology, 2017
    Co-Authors: Michio Murase, Yoichi Utanohara, Takayoshi Kusunoki, Yasunori Yamamoto, Dirk Lucas, Akio Tomiyama
    Abstract:

    We proposed prediction methods for Countercurrent Flow limitation (CCFL) in horizontal and slightly inclined pipes with one-dimensional (1-D) computations and uncertainty of computed CCFL. In this ...

  • Countercurrent Flow Limitation in Slightly Inclined Pipes With Elbows
    Journal of Nuclear Engineering and Radiation Science, 2015
    Co-Authors: Michio Murase, Takayoshi Kusunoki, Dirk Lucas, Ikuo Kinoshita, Akio Tomiyama
    Abstract:

    One-dimensional (1D) sensitivity computations were carried out for air–water Countercurrent Flows in a 1/15-scale model of the hot leg and a 1/10-scale model of the pressurizer surge line in a pressurized water reactor (PWR) to generalize the prediction method for Countercurrent Flow limitation (CCFL) characteristics in slightly inclined pipes with elbows. In the 1D model, the wall friction coefficient fwG of single-phase gas Flows was used. The interfacial drag coefficient of fi=0.03, an appropriate adjustment factor of NwL=6 for the wall friction coefficient fwL of single-phase liquid Flows (NwG=1 for fwG of single-phase gas Flows), and an appropriate adjustment factor of Nde=6 for the pressure loss coefficient ζe of elbows in single-phase Flows were determined to give good agreement between the computed and measured CCFL characteristics. The adjusted factors were used to compute and then discuss effects of the inclination angle and diameter on CCFL characteristics.

  • Effects of Shape and Size on Countercurrent Flow Limitation in Flow Channels Simulating a PWR Hot Leg
    Nuclear Technology, 2014
    Co-Authors: Ikuo Kinoshita, Michio Murase, Yoichi Utanohara, Dirk Lucas, Christophe Vallée, And Akio Tomiyama
    Abstract:

    A numerical study is presented to examine the effects on Countercurrent Flow limitation (CCFL) of the shape and size of hot leg models with a rectangular cross section. The CCFL was described in te...

  • Correlation for Countercurrent Flow limitation in a PWR hot leg
    Journal of Nuclear Science and Technology, 2012
    Co-Authors: Michio Murase, Yoichi Utanohara, Dirk Lucas, Akio Tomiyama, Ikuo Kinoshita, Chihiro Yanagi
    Abstract:

    Numerical simulations were done to evaluate Countercurrent Flow limitation (CCFL) characteristics in a pressurized water reactor (PWR) hot leg with the diameter of 750 mm by using a volume of fluid (VOF) method implemented in the CFD software, FLUENT6.3.26. The calculated CCFL characteristics agreed well with known values including the UPTF data at 1.5 MPa. Sensitivity analyses for system pressures up to 8 MPa showed that the calculated CCFL characteristics in the Wallis diagram were slightly mitigated from 0.1 MPa to 1.5 MPa with increasing system pressure, but they did not change from 1.5 MPa to 8MPa. Using the CCFLs calculated in this study and values measured under air–water and steam–water conditions, a CCFL correlation and its uncertainty were derived.

Somchai Wongwises - One of the best experts on this subject based on the ideXlab platform.

  • Effect of inclination angles and upper end conditions on the Countercurrent Flow limitation in straight circular pipes
    International Communications in Heat and Mass Transfer, 1998
    Co-Authors: Somchai Wongwises
    Abstract:

    Abstract In the present study, the experimental data of the Countercurrent Flow limitation (CCFL) for air and water in inclined pipes are investigated. Water is introduced at the top of the test section while air is injected at the bottom as Countercurrent Flow. The water Flow rate is fixed while the air Flow rate is slowly increased, until the CCFL is reached. Data from each experiment consists of the Flow rates of air and water. The curves of CCFL are built and shown as a function of the dimensionless superficial velocity. The influence of the inclination angles of the pipes and upper end conditions on CCFL are also discussed.

  • Experimental investigation of two-phase Countercurrent Flow limitation in a bend between horizontal and inclined pipes
    Experimental Thermal and Fluid Science, 1994
    Co-Authors: Somchai Wongwises
    Abstract:

    Abstract The Countercurrent Flow limitation (CCFL) or onset of flooding determines the maximum rate at which one phase can Flow Countercurrently to another phase. In the present study, the experimental data of the Countercurrent Flow limitation for air and water in a bend between a horizontal pipe and a pipe inclined to the horizontal are investigated. Water is introduced into the upper leg and Flows downward while the air injected into the horizontal leg Flows Countercurrently. The Flow patterns are visualized. The different mechanisms that lead to flooding and that are dependent on the water Flow rate are observed. For low and intermediate water Flow rates, the onset of flooding appears simultaneously with the slugging of unstable waves that are formed at the crest of the hydraulic jump. At low water Flow rates, slugging appears close to the bend; at higher water Flow rates, it appears far away from the bend in the horizontal section. For high water Flow rates, no hydraulic jump is observed, and flooding occurs as a result of slug formation at the water Flow outlet close to the end of the horizontal pipe. The influence of the inclination angle of the bends, the water inlet conditions, and the length of the horizontal pipes is of significance for the onset of flooding.