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1)  critical waterlogging time
临界淹水时间
2)  submerge time
淹水时间
1.
Based on the hydrographic data of the Dongting Lake in several years, turned the relationship of water level and time of flood season there is a mathematics model of the submerge time and elevation.
根据洞庭湖主要水文站点多年观测资料,将汛期水位与时间的相关关系转变为滩地淹水时间与高程的数学模型。
3)  critical injection time
临界注水时间
1.
Study on casing load in injections wells of shale formation and the critical injection time;
泥页岩地层水井套管载荷、临界注水时间确定
4)  critical submergence
临界淹没水深
1.
To avert air-core vortices that can adversely affect the efficiency of the hydraulic machinery,there must be critical submergence at hydraulic intakes.
为了防止进水口前产生吸气漩涡,水电站或泵站进水口前要求有一定的淹没深度,在总结具有代表性的不产生吸气漩涡的临界淹没水深经验公式的基础上,以某水电站进水口为依托开展了模型试验研究,比较了各经验公式在该电站进水口应用中的适用性。
2.
The paper presented an experimental study of the critical submergence of pressure power intakes.
目的在于通过模型试验总结出电站双孔进水口计算临界淹没水深的经验公式。
5)  critical time
临界时间
1.
A new simple method is proposed for the determination of the critical time of segregation of solute atoms at the grain boundaries.
通过固溶处理和等温时效处理及冲击试验等简单方法,确定出连续冷却过程中残留元素Sn在低碳钢中发生的非平衡晶界偏聚及在不同温度下的临界时间tc。
2.
The critical time is 1h.
实验获得了在30MPa拉应力作用下,磷原子在晶界处发生的非平衡晶界偏聚,临界时间是1h。
3.
A critical time is defined to be the most characteristic aspect of nonequilibrium segregation.
该理论引入了临界时间概念,将等温过程中溶质原子的非平衡晶界偏聚动力学过程分为偏聚过程与反偏聚过程。
6)  critical submerged
临界淹没
1.
Based upon the basic principle of hydraulics and the critical submerged theory presented,a critical submerged flow for broad crested weirs is studied,and the theoretical formula of critical submerged criterion for broad crested weirs which the results of computation coincide with the present experimental criterion is obtained in this paper.
从水力学基本原理出发 ,利用笔者提出的临界淹没理论 ,对宽顶堰淹没流态判别进行探讨 ,得到了与现行经验判别标准符合良好的宽顶堰淹没标准阀值的理论计算公式 ,可供堰流理论研究和实际工程设计参用 。
2.
Appling the critical submerged theory presented to the research of flow over broad crested weirs,the discharge formula which the results of computation coincide with the present computing method is obtained in this paper.
将笔者提出的临界淹没理论引入宽顶堰流研究,得到了与现行方法计算成果一致的流量计算公式。
补充资料:淹淹
1.气息微弱,濒于死亡。 2.引申为将尽之意。 3.昏昏沉沉;委靡不振。 4.昏暗貌。 5.水流貌。 6.水果或植物因失去所含的水分而干瘪。
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