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1)  limited head loss
极限水头损失
2)  Loss Limit
损失极限
3)  head loss
水头损失
1.
Effect of design parameters of adjustable head fall grid mixer on head loss;
可调式跌水网格混合器设计参数对水头损失的影响
2.
Research on relationship between head loss in coal mixture slurry pipeline and ζ potential of coal particle;
煤浆管道水头损失与煤颗粒ζ电位关系的研究
3.
Modification of formula of head loss for long-throated flume;
长喉槽水头损失公式的修正
4)  water head loss
水头损失
1.
Study on testing water head loss of water pipe by the high - precision pressure difference test meter;
高精度压差测量仪测试给水管道水头损失研究
2.
Starting from the design scenario of solid sucker rod and application technology of hollow ones, one set of calculation equation for force withstood and water head loss has been established incorporating site experimental situations.
笔者从实心抽油杆柱的设计思路出发 ,依据有关的空心杆应用技术 ,结合现场试验情况 ,摸索出一套包括空心杆采油的受力计算公式和水头损失计算公式 ,并较为成功地应用到现场试验中。
3.
At the same time,the measurement is made in some sections locating in the curve tube and fork tube and the experimental research on current resistant characteristic of fork tube is done by analyzing the water head loss.
结合江苏宜兴抽水蓄能电站尾水岔管试验研究任务,利用粒子图像测速(PIV)系统测量了岔管内的水流流态,同时在含弯道和岔管的试验段前后断面上量测压强差,通过水头损失分析,对尾水岔管的水流阻力特性进行了研究。
5)  loss head
损失水头
6)  loss of head
水头损失
1.
The different structure of the three-way pipe lead to the different local loss of head,it cause a great influence on operating costs of irrigation.
“三通”结构形式的不同会造成不同的局部水头损失,对灌溉运行费用影响很大,所以对三通结构进行优化,减小灌溉水头和局部水头损失有相当大的意义。
2.
and which flow channel form has smaller local loss of head is discovered.
对比两种不同流道形式的三通管道内流动的特性,得出了两种三通管道湍流流动的计算结果和较小局部水头损失的流道形式。
3.
All structures are classified by the computational methods of the loss of head.
大型输水渠道系统往往穿越大量过水建筑物,如何合理的确定这些建筑物的水头损失是渠道运行调度仿真计算中的一个关键问题。
补充资料:损失
1.损毁丧失。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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