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1)  bidirectional tubulous pums
双向贯流式水泵
2)  double-acting light bulb tubular turbine and water pump set
双向灯泡贯流式水轮水泵机组
1.
The 6th hydroelectric set of the Jiangxia Tide Experimental Hydropower Station in Zhejiang province belongs to double-acting light bulb tubular turbine and water pump set.
浙江江厦潮汐试验电站6号机组属于双向灯泡贯流式水轮水泵机组,工况转换复杂、水头低、运行环境恶劣,对于调速器的控制及元器件的质量提出了新的要求。
3)  tubular pump
双向贯流泵
1.
Numerical simulation of characteristics of tubular pumping devices;
双向贯流泵装置特性数值模拟
4)  bidirectional tubular pump arrangement with silo
双向竖井贯流式水泵装置
1.
Then, the 3D viscous turbulent flow-field within bidirectional tubular pump arrangement with silo was simulated on different operating conditions.
进而模拟了双向竖井贯流式水泵装置内部的三维粘性流场。
5)  pumping station with bidirectional tubular pump
双向贯流泵泵站
1.
To optimize the hydraulic design of forebay(outlet sump)-watercourse of pumping station, based on the solution of the Reynolds average N-S equations and the standard turbulent model, numerical simulation on three dimentional incompressible turbulent flow-field of the forebay(outlet sump)-watercourse of pumping station with bidirectional tubular pump has been carried out by pressure-velo.
双向贯流泵泵站进(出)水池流道的设计是整个泵站设计的重要组成部分。
6)  diving turbine pump
潜水贯流泵
1.
In this paper,concerning the working characteristics of a certain model of diving turbine pump,the problems of original design were analyzed firstly,then the forces thrown on the linking sect were also analyzed,inanly a new conceptual model was built and it was analyzed by FEA,so a new design of the linking sect structure was succsessfully completed,and it shortens the design cycle and saves cost.
针对某型号潜水贯流泵的工作特点,首先分析了原设计中出线段设计存在的问题,然后分析了出线段的受力情况,最后重新建立了概念模型,并对其进行了有限元分析和计算,成功地完成了潜水贯流泵出线段的结构设计,缩短了设计周期,节约了成本。
补充资料:贯流式水轮机


贯流式水轮机
tubular turbine;straflo turbine

水头3m;水头最高的是百龙滩水电站的灯泡贯流式机组,最大水头18m,额定水头9.7m,最小水头3m,水轮机额定功率33MW,转轮直径6.4m;转轮直径最大的是大源渡水电站的灯泡贯流式机组,转轮直径7.sm,水轮机额定功率30.%MW,最大水头n.24m,额定水头7.Zm,最小水头3m。gUon4IUshl shLJ一IL一{111贯流式水轮机(tubular turbine;straflo tur-bine)过流通道呈直线(或S形)布置的轴流式水轮机。其引水室及尾水管与水轮机一般为卧轴布置。使用水头范围一般为3~25m。
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