首页> 外文会议>International conference on computational and experimental methods in multiphase and complex flow >TWO-PHASE FLOW PHENOMENA IN A HORIZONTAL PIPE WITH A SUDDEN CONTRACTION: EFFECTS OF CONTRACTION RATIO ON FILM BEHAVIOUR
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TWO-PHASE FLOW PHENOMENA IN A HORIZONTAL PIPE WITH A SUDDEN CONTRACTION: EFFECTS OF CONTRACTION RATIO ON FILM BEHAVIOUR

机译:突然收缩的水平管道中的两相流动现象:收缩比对膜行为的影响

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Experimental studies were conducted on the behaviour of water films in a horizontal pipe with a sudden contraction to achieve a fundamental understanding of the film mechanisms of annular flow using highspeed video imaging analysis. The sudden contraction area ratios A_c = (d_2 /d_1)~2 = 0.36 and 0.64, where d_1 is the inlet pipe diameter (50 mm) and d_2 is the contracted pipe diameter were examined. The experiments were carried out for various values of superficial gas and liquid velocities. The superficial gas velocity after mixing (j_(G1)) ranged from 18.02 to 24.41 m/s (the calculated velocity from the cross-sectional at the sudden contraction was j_(G2) = 27.98-67.39 m/s) and the superficial liquid velocity (j_(L1)) ranged from 8.62x10~(-2) to 1.23x10~(-1) m/s (j_(L2) = 1.35x10~(-1) -3.42x10~(-1) m/s). Four flow regimes were observed after the sudden contraction, namely, huge-wave (HW), two-dimensional disturbance wave (DW_1) which is formed perpendicularly to a pipe axis having a distinct coherence, three-dimensional disturbance wave (DW_2) which is formed obliquely to the pipe axis, and bow wave (DW_3) which is transitional wave to "Misty wave" from DW_2. The disturbance wave occurrence frequencies were studied under various conditions of flow rate combination of air and water. DW_2 occurs over wide range of the superficial gas and liquid velocities. As the superficial gas velocity and the superficial liquid velocity increase, two-dimensional disturbance waves change into three-dimensional ones. The wave occurrence frequencies in the pipe with the sudden contraction ratio A_c = 0.36 were mostly higher than those in the pipe with A_c = 0.64.
机译:对水平管道中水膜突然收缩的行为进行了实验研究,以使用高速视频成像分析对环形流的膜机理进行基本了解。检查突然收缩面积比A_c =(d_2 / d_1)〜2 = 0.36和0.64,其中d_1是入口管直径(50mm),d_2是收缩管直径。针对表观气体和液体速度的各种值进行了实验。混合后的表观气体速度(j_(G1))介于18.02至24.41 m / s(从突然收缩时的横截面计算得出的速度为j_(G2)= 27.98-67.39 m / s)和表层液体速度(j_(L1))从8.62x10〜(-2)到1.23x10〜(-1)m / s(j_(L2)= 1.35x10〜(-1)-3.42x10〜(-1)m / s s)。突然收缩后,观察到四个流动状态,即垂直于具有明显相干性的管轴而形成的二维波(DW_1),大波(HW),二维波(DW_2)。相对于管轴倾斜地形成弓形波(DW_3),该弓形波是从DW_2到“朦胧波”的过渡波。在空气和水的流速组合的各种条件下研究了扰动波的发生频率。 DW_2发生在很宽的表观气体和液体速度范围内。随着表观气体速度和表观液体速度的增加,二维干扰波变为三维干扰波。突然收缩率A_c = 0.36的管道中的波发生频率大多高于A_c = 0.64的管道中的波发生频率。

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