1) side inlet/outlet
侧式进/出水口
1.
Numerical simulation on the side inlet/outlet of pumped storage power station
抽水蓄能电站侧式进/出水口数值模拟
2.
The flow in side inlet/outlet of a pumped storage plant is simulated numerically using the Realizable k-ε turbulent model.
采用Realizable k-ε双方程紊流模型对侧式进／出水口水流运动进行数值模拟,研究了体型对进／出水口水头损失和孔口附近流态的影响,指出了扩散段水平扩散角和整流段长度对水头损失和孔口流态的决定作用。
2) lateral inlet/outlet
侧式进出水口
1.
A series of hydraulic model experiments and 3-D numerical simulation of water flow and head losses of lateral inlet/outlet under various conditions were carried out for the design of a pump-storage plant.
结合某抽水蓄能电站的设计,对该侧式进出水口在不同工况下的流速分布、水头损失等水流特性进行了水力模型试验与三维数值模拟,并对原设计体型成功地进行了优化。
2.
Some of the design and experimental results about lateral inlet/outlet at the existing pump storage power plants are studied in this paper, some results and research methods of the experiments and the questions in designing of inlet/outlet are presented importantly, the results are valuable for the similar project.
本文对已有的部分抽水蓄能电站侧式进出水口的设计和试验研究资料进行了综合及分析研究 ,重点介绍了模型试验的研究方法、进出水口设计应注意的问题和一些试验研究成果 ,可供应用参考。
3.
The lower reservoir of Huizhou Pump Storage Plant has a lateral inlet/outlet.
惠州抽水蓄能电站下库采用侧式进出水口,一期尾水隧洞与进出水口采用同轴线布置,二期尾水隧洞在平面上布置有一弯道。
3) two lateral inlet/outlet
侧式双进/出水口
1.
The flow in two lateral inlet/outlet of a pumped storage plant is simulated numerically using the Realizable k-ε turbulent mode1.
采用Realizablek-ε紊流数学模型对抽水蓄能电站侧式双进/出水口进流水流特性进行数值模拟,并将计算结果与物理模型试验的测量结果进行比较,验证了三维数值模拟计算的准确可靠性。
4) side inlet-ouelet
侧式进水口
5) vertical pipe inlet/outlet
竖井式进出水口
6) inlet/outlet
进出水口
1.
Based on the study and summarization of experimental data of low reservoir at Guangzhou pump-storaged plant in this paper,the experimental research results of model design and hydraulic character,and somatotype optimization of the low reservoir inlet/outlet is introduced.
对该电站下库进出水口试验资料进行分析和总结 ,并介绍该电站下库进出水口模型设计、水力参数和体形优化等试验研究成
补充资料：侧侧
1.多貌。 2.寒貌。 3.象声词。叹息声。 4.指其他声音。
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