[1]孙丹丹,高 慧,王 刚,等.立式轴流泵装置进出水流道多方案优选[J].江苏水利,2018,(11):35-40.
　SUN Dandan,GAO Hui,WANG Gang,et al.Multiple schemes optimization for inlet and outlet flow of vertical axial flow pump device[J].JIANGSU WATER RESOURCES,2018,(11):35-40.
点击复制

立式轴流泵装置进出水流道多方案优选()
分享到：

《江苏水利》[ISSN:1006-6977/CN:61-1281/TN]

卷:
期数:
2018年11期
页码:
35-40
栏目:
规划与设计
出版日期:
2018-11-30

文章信息/Info

Title:
Multiple schemes optimization for inlet and outlet flow of vertical axial flow pump device
文章编号:
1007-7839（2018）11-0035-06
作者:
孙丹丹1; 高 慧2; 王 刚1; 杨 帆2; 汤方平2
1.徐州市水利建筑设计研究院，江苏 徐州 221000；2.扬州大学，江苏 扬州 225127
Author(s):
SUN Dandan1; GAO Hui2; WANG Gang1; YANG Fan2; TANG Fangping2
1.Xuzhou Water Conservancy Architectural Design Institute，Xuzhou 221000，Jiangsu； 2.Yangzhou University，Yangzhou 225127，Jiangsu
关键词:
轴流泵; 泵装置; 流道; 优化; 数值计算
Keywords:
axial flow pump; pump device; runner; optimization; numerical calculation
分类号:
TV675
文献标志码:
B
摘要:
为了提高立式轴流泵装置的水力性能，基于雷诺时均N-S方程和标准k-ε湍流模型，采用CFD技术对轴流泵装置肘形进水流道和虹吸式出水流道进行多方案的数值优选，获得了不同方案各流量工况时流道的内流场和静压分布图，对比分析了不同方案进出水流道的水力损失。结果表明：在叶片安放角为-4°，最优工况Qd=214.3 r/min时，肘形进水流道加长1.0 m，流道最低点高程下降0.2 m为优选方案，进水流道出口流速均匀度最高，水力损失相对较小；虹吸式出水流道长度不变，驼峰位置不变，驼峰高度降低，流道出口流速加大，流道出口底部高程抬高0.45 m为优选方案，该方案消除了虹吸式出水流道下降段的回流现象，同时水力损失相对较小。
Abstract:
In order to improve the hydraulic performance of the vertical axial flow pump device, based on the Reynolds time averaged N-S equation and the standard k-e turbulence model, the numerical optimization of multiple schemes on the elbow inlet and siphon outlet passages of the axial flow pump was carried out by CFD technology.The internal flow field and the static pressure distribution diagram of the flow channel in different flow conditions were obtained, and the hydraulic loss of inlet and outlet flow of different schemes was compared and analyzed.The results showed that when the angle of the blade was -4°, the optimal operating condition was Qd=214.3 r/min, the elbow shaped inlet channel was lengthened by 1.0m, and the lowest elevation of the flow channel was decreased 0.2m, which should be an optimal solution, and the flow velocity uniformity was the highest and the hydraulic loss was relatively small.The length of the siphon outlet channel was constant, the hump position was unchanged, the hump height was reduced, the flow velocity of the outlet of the flow channel was increased and the elevation of the outlet at the bottom of the runner outlet was 0.45m, which should be a preferred scheme.The scheme eliminated the backflow phenomenon of the descending section of the siphon outlet channel, and the hydraulic loss was relatively small at the same time.

参考文献/References:

[1] 刘超.水泵及水泵站[M].北京：中国水利水电出版社，2009.
[2] 张驰，李彦军，蒋红樱，等.肘形进水流道水力优化仿真计算与试验[J].排灌机械工程学报，2016，34（10）:860-866.
[3] 杨帆，谢传流，刘超，等.轴流泵装置运行工况对肘形进水流道水力性能的影响[J].农业机械学报，2016，47（2）：15-21.
[4] 王丽慧，施伟，沈昌荣，等.立式轴流泵装置模型水力性能数值分析及预测[J].排灌机械工程学报，2016，34（9）:767-773.
[5] 杨帆，刘超，孙丹丹，等.轴流泵装置虹吸式出水流道内流机理数值分析[J].农业机械学报，2015，46（6）：60-65，91.
[6] 冯俊，郑源，罗欣.后置导叶对立式轴流泵装置性能影响[J].水电能源科学，2012（8）:126-128.
[7] 刘君，段宏江，刘立峰，等.低扬程立式轴流泵装置模型试验研究[J].水泵技术，2011（6）:1-6.

相似文献/References:

[1]丁 辉.低扬程双向立式轴流泵装置水力优化研究[J].江苏水利,2017,(01):17.
　DING Hui.Study on optimization of low-lift bidirectional vertical axial flow pumping device[J].JIANGSU WATER RESOURCES,2017,(11):17.
[2]孙丹丹,陈世杰,王 斌,等.江苏古邳泵站混流泵装置模型试验[J].江苏水利,2017,(06):32.
　SUN Dandan,CHEN Shijie,WANG Bin,et al.Model test of mixed flow pump unit for Gupi pumping station in Jiangsu[J].JIANGSU WATER RESOURCES,2017,(11):32.
[3]戴启璠.大型低扬程泵装置现状及发展方向[J].江苏水利,2018,(06):54.
　DAI Qifan.Current situation and development direction of large-scale low-lift pumping station device[J].JIANGSU WATER RESOURCES,2018,(11):54.
[4]李太民,王业宇,吉庆伟,等.大型立式轴流泵变频反向发电压力脉动特性分析[J].江苏水利,2019,(07):69.
　LI Taimin,WANG Yeyu,JI Qingwei,et al.Analysis on the pressure pulsation characteristics of large-scale vertical axial flow pump with rotation frequency inverted power generation[J].JIANGSU WATER RESOURCES,2019,(11):69.
[5]朱晓明,张东培,周 斌,等.大型立式轴流泵进水流道两点压差式测流法研究[J].江苏水利,2019,(10):23.
　ZHU Xiaoming,ZHANG Dongpei,ZHOU Bin,et al.Study on the two-point differential pressure type flow measurement method for inlet flow channel of large vertical axial flow pum[J].JIANGSU WATER RESOURCES,2019,(11):23.
[6]李 超,袁 尧,单陆丹,等.贯流泵模型装置能量特性相关试验分析[J].江苏水利,2020,(08):42.
　LI Chao,YUAN Yao,SHAN Ludan,et al.Experimental analysis of energy characteristics of tubular pump model unit[J].JIANGSU WATER RESOURCES,2020,(11):42.
[7]张庆宏,施卫东,谢占山,等.不同出水口淹没深度的轴流泵性能及内部湍流特征[J].江苏水利,2021,(09):1.
　ZHANG Qinghong,SHI Weidong,XIE Zhanshan,et al.Performance and internal turbulence characteristics of axial flow pump with different outlet submerged depth[J].JIANGSU WATER RESOURCES,2021,(11):1.
[8]李松柏,孙涛,成立,等.大型立式轴流泵站典型故障调查分析[J].江苏水利,2022,(03):36.
　LI Songbai,SUN Tao,CHENG Li*,et al.Investigation and analysis on typical faults in large vertical axial flow pumping station[J].JIANGSU WATER RESOURCES,2022,(11):36.
[9]蒋涛,薛海鹏,戴庆云,等.低扬程泵站拍门水压消能关键技术研究与应用[J].江苏水利,2023,(01):62.
　JIANG Tao,XUE Haipeng,DAI Qingyun,et al.Key technology research and application of hydraulic energy dissipation in low-lift pumping station flap valve[J].JIANGSU WATER RESOURCES,2023,(11):62.
[10]王丽,施伟,刘连建,等.导叶角度对轴流泵高效区运行范围的影响[J].江苏水利,2023,(05):17.
　WANG Li,SHI Wei,LIU Lianjian,et al.Influence of the angle of the guide vane on the operating range of the high efficiency zone of the axial flow pump[J].JIANGSU WATER RESOURCES,2023,(11):17.

备注/Memo

备注/Memo:
收稿日期：2018-05-28
项目基金：江苏省自然科学基金项目（BK20150457），国家科技支撑计划项目（2015BAD20B01-02），江苏省研究生科研与实践创新计划项目（SJCX18_0800）
作者简介：孙丹丹（1986—），女，工程师，主要从事流体机械研究。
通讯作者：杨帆（1985—），男，副教授，硕士生导师，主要从事水泵及泵装置水力特性及优化研究。
更新日期/Last Update: 2018-11-15