出口扩散段直径对双向流道泵装置水力性能的影响

    Influence of outlet diffusion section diameter on hydraulic performance of bidirectional flow channel pump device

    • 摘要: 为提升大型低扬程双向流道泵装置水力性能,基于流道出口扩散段椭圆型廓设计,结合SST k-ω湍流模型,探讨出口扩散段直径对双向流道泵装置水力性能的影响。通过分别调整出水流道喇叭管的最大直径D1、导水锥的最大直径D2,以及同时调整两者,对比了不同直径方案下出水流道的流速均匀度、水力损失及动能回收率等指标的分布规律,并结合熵产理论,揭示了出口扩散段整体直径对双向流道泵装置水力性能的影响规律。研究结果表明:当仅增加喇叭管最大直径D1时,泵装置最高效率出现先增大后减小的趋势,在喇叭管最大直径D1=2.09D0(D0为叶轮直径)时,泵装置效率最高,出水流道水力损失相对初始方案减小了1 cm;当仅增加导水锥最大直径D2时,出水流道水力损失先减小后增大,在导水锥最大直径D2=2.09D0时出水流道的水力损失最小;当喇叭管与导水锥最大直径D1D2同时增加时,泵装置最高效率逐渐提高,在最大整体直径D1D2均为2.28D0时获得最高效率值,出水流道水力损失相对初始方案减小了1.8 cm。研究结果可为双向流道泵装置的优化设计提供参考。

       

      Abstract: In order to improve the hydraulic performance of large-scale low-lift bidirectional flow channel pumps, based on the elliptical profile design of the outlet diffusion section of the flow channel, combined with the SST k-ω turbulence model, the influence of the diameter parameters of the outlet diffusion section on the hydraulic performance of a bidirectional flow channel pump was discussed. By adjusting the maximum diameter D1 of the horn tube of the outlet conduit, the maximum diameter D2 of the water guide cone respectively, and adjusting both at the same time, the distribution rules of the flow velocity uniformity, hydraulic loss and kinetic energy recovery rate of the outlet conduit under different diameter schemes were compared. Combined with the entropy generation theory, the influence of outlet diffusion section diameter on the hydraulic performance of the bidirectional flow channel pump was revealed. The results showed that when only the maximum diameter of the horn tube D1 increased, the maximum efficiency of the pump device increased first and then decreased. When D1 = 2.09D0 (impeller diameter of the pump device), the efficiency of the pump device was the highest, and the hydraulic loss of the outlet channel was reduced by 1cm compared with the initial scheme. When only the maximum diameter of the water guide cone D2 increased, the hydraulic loss of the outlet passage decreased first and then increased. When D2 = 2.09D0, the hydraulic loss of the outlet passage was the smallest. When D1 and D2 increased at the same time, the maximum efficiency of the pump device gradually increased, and the maximum efficiency of the pump device gradually increased at D1 = D2 = 2.2D0, and the hydraulic loss of the outlet channel was reduced by 1.8cm compared with the initial scheme. The research results can provide reference for the optimal design of the bidirectional flow channel pump device.

       

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