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魏村枢纽扩容改建工程双向立式泵装置模型试验及流场分析

Model Test and Flow Field Analysis of the Bidirectional Vertical Pump Device for the Expansion and Reconstruction Project of Weicun Hub

  • 摘要: 为明确魏村枢纽扩容改建工程泵站的双向立式轴流泵装置的水力特性,对该泵站的泵装置物理模型开展了能量性能、空化性能及飞逸性能的试验和泵装置内流场的数值分析。结果表明:在叶片安放角-8°~+4°时,泵装置最高效率为74.26%,此时叶片安放角为-6°、泵装置扬程为3.981 m;在泵装置扬程2.72~5.25 m范围内模型泵装置运行平稳,无明显不良噪音和振动。在最大泵装置扬程5.25 m、叶片安放角+2°时,水泵的淹没深度满足最大必需汽蚀余量9.35 m的要求。在叶片安放角-8°时,原型泵的飞逸转速是其额定转速的1.705倍。箱涵式双向出水流道的水力损失是影响此类泵装置水力效率的主要因素。

     

    Abstract: In order to clarify the hydraulic characteristics of the bidirectional vertical axial flow pump device of the Weicun Hub Expansion and Reconstruction Project Pumping Station,the structural characteristics of bidirectional vertical pump device and bidirectional shaft tubular pump device are compared and analyzed from the aspects of pump device efficiency,unit equipment installation,maintenance and reliability,and the bidirectional vertical pump device is optimized. In order to further clarify the hydraulic characteristics of the bidirectional vertical axial flow pump device,the tests on the energy performance,cavitation performance and flight performance of the pump device model are carried out. The results show that when the blade placement angle is-8°~+4°,the maximum efficiency of the pump device is 74.26%,and the blade placement angle is-6° and the pump device head is 3.981 m;in the range of 2.72~5.25 m,the model pump device runs stably without obvious adverse noise and vibration. When the maximum head is 5.25 m and the blade placement angle is +2°,the submerged depth of the pump meets the requirement of the maximum required cavitation amount of 9.35 m,which meets the requirement of the installation of the submerged depth of the pump. When the blade placement angle is-8°,the prototype pump has a runaway speed of 1.705 times its rated speed. The hydraulic loss of bidirectional outlet conduit is the main factor affecting the hydraulic efficiency of such pump devices.

     

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