1) ocluded gas
滞留气
2) trapped air mass
滞留气团
1.
Rigid model for transient flow in pressurized pipe system containing trapped air mass;
水流冲击管道内滞留气团的刚性数学模型
2.
Based on the rigid water column theory, a transient analysis model is developed to simulate the trapped air mass in the long pipeline system with multiple-characteristics.
导出了可模拟分析变特性长输水管道系统内有压水流冲击管道内滞留气团的瞬变流现象的实用刚性数学模型,并通过算例对比分析了该数学模型与现有针对单特性管道的几种简化刚性数学模型的差异,验证了该数学模型的有效性和合理性。
3) retention
滞留
1.
A Study on Component Retention in Reservoirs during ASP Flooding Field Trials at Daqing;
三元复合驱油液各组分在矿场试验中的滞留研究
2.
Weng Rui. Types of polymer retention and their determined methods .;
聚合物的滞留类型及相应的测定方法
3.
The Effect of the Content of Clay on Polymer Retention and Entrapment;
岩心中粘土含量对聚合物滞留与捕集的影响
4) detention
滞留
1.
Meeting Requirements of PSC &Reducing Ship s Detention Ratio;
适应PSC需求,降低船舶滞留率
2.
Analysis on the reason and lessons learned from the detention of a ship;
析某轮发生滞留事故的原因和教训
3.
The chromaticgraphic separation of surfactant/alk line/polymer flooding is controlled by several factors, such as competing adsorption between oil zone and chemical agents, ion exchange, liquid liquid distribution, multipath movement and detention loss.
结果表明：三元复合驱油体系出现的色谱分离现象是由于驱替过程中油层和化学剂之间的竞争吸附、离子交换、液－液分配、多路径运移和滞留损失等多种因素引起的。
5) effective time
滞留药效
6) residence time
滞留时间
1.
We calculate the residence time and environmental capacity of Cd element in the soil-water-paddy-atmosphere system.
根据马尔可夫链模型,定量地探讨了湖南省洞庭湖区农田生态系统中Cd的迁移转化问题,计算了Cd在土壤-水-稻谷-大气系统中的滞留时间和环境允许量,进而探讨了系统的生态承载力,得到系统中Cd的最大允许排放量CdA与生态承载力M人口之间的关系式:CdA=3。
2.
The infiltration of carbon fiber preforms was studied by microwave pyrolysis chemical vapor infiltration technique,CH_4 as the carbon source gas,and N_2 as diluent gas,at 1100℃and methane partial pressure of 10kPa with residence time of 0.
以炭毡为预制体,N_2为稀释气体,甲烷为炭源前驱体,其分压为10kPa,沉积温度为1100℃的工艺条件下,研究了不同的气体滞留时间(0。
3.
7%,and infiltrated by the novel ICVI at ambient pressure and 1100℃,residence time of 0.
采用改进后的新型ICVI工艺,在沉积温度1100℃、沉积压力为常压和滞留时间为0。
参考词条
补充资料：地面滞留
径流形成过程中水流沿坡、槽运行时，部分雨水暂时蓄存于流域表面的现象。亦称流域滞留。地面滞留的水量是一次流量形成过程中退水的主要补给来源。R.E.霍顿提出，地面滞留是在洪水期间留存于地面的那部分降水,它以坡面流形式沿坡运动,在降雨终止后或成为径流或为土壤所吸收。周文德认为，地面滞留是坡面流在运行中的一种蓄水效应。事实上，这种暂时的积水现象（蓄水效应）是水流获得运动能量的必要条件，如果坡面上没有足够的积水深度，便不可能产生沿坡的水流运动。霍顿提出了坡面流(q)与地面滞留深度(h)关系如下：
q = khм
式中K 为与坡度和表面特性有关的常数；M 为与水流紊动程度有关的指数。
q = khм
式中K 为与坡度和表面特性有关的常数；M 为与水流紊动程度有关的指数。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。