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1)  saturated flow
饱和流
1.
Solute distribution on soil profile during saturated flow solute transport;
饱和流运移土壤溶质剖面分布研究
2.
This paper analyses the vehicles operation regularing in crossway,perfecting the obtain capability model under the condition of mixture transportation with saturated flow method.
通过对交叉口非机动车、机动车运行规律分析 ,应用饱和流方法进一步完善了混合交通条件下信号交叉口通行能力模型。
3.
Differencesbetween the simulated results of steady seepage field in earth dams by saturated and unsaturated flowmodel and those by traditional ssaturated flow model are discussed.
然后，通过数值模拟计算探讨了土坝稳定渗流场饱和非饱和流模型与传统的饱和流模型分析结果的区别，说明了考虑饱和非饱和水流运动的意义。
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2)  saturated fluid
饱和流体
3)  Saturation Current
饱和电流
1.
The electric resistance enlarges and the saturation current declines due to drying of concrete in the early days,and in the end they tend towards the stability.
　本文实验研究了水泥基pn结的伏安特性,结果表明由钢纤维混凝土和碳纤维混凝土组成的pn结具有比较典型的pn结伏安特性,且随着期龄的延长,混凝土变得干燥而电阻增大,水泥基pn结导电能力减弱,单向导电功能逐渐加强,反向饱和电流趋向稳定。
4)  unsaturated flow
非饱和流
1.
Estimations of interblock conductivity and darcian means in unsaturated flow;
非饱和流节点间导水率估计及达西平均分析
2.
On the basis of the van GenuchtenMualem constitutive relationship,a stochastic numerical model for unsaturated flow is developed.
基于van Genuchten-Mualem非饱和水分特征模型,建立了非饱和流运动的随机数值模型。
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5)  saturation flow
饱和流量
1.
A mathematical regression model on right-turning saturation flow was then established with the effect of lane width and turning radius being taken into .
考虑右转车道宽度、转弯半径的影响,给出了右转车道饱和流量的回归计算模型。
2.
A mathematical regression model on left-turning saturation flow was then put forward,considering the effect of lane width and turning radius.
考虑左转车道宽度、转弯半径的影响,给出了左转车道饱和流量的回归计算模型。
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6)  saturation flow rate
饱和流率
1.
Cumulative curve method for calculating saturation flow rate and phase lost time;
累计曲线法计算饱和流率和相位损失时间
2.
Based on an analysis of the collected data of various lane widths by computer,the distribution of initial headway,saturation headway and a simple formula to estimate the start-up lost time in each cycle were obtained,and the quantitative mathematical model between lane width and saturation headway as well as saturation flow rate was derived.
通过编写计算机程序对数据分析处理,给出饱和车头时距的分布、初始时距分布、饱和流率估算值及其单个周期内的启动延误估计;深入考虑了车道宽度对初始时距、饱和时距、饱和流率及启动延误的影响,给出了车道宽度与饱和时距、饱和流率的关系模型,并对模型中给出的结论与美国的HCM 2000(道路通行能力手册)中的结论作了进一步的比较分析。
3.
By this models, this paper calibrates some factors which affect the saturation flow rate, and calibrates the revision coefficient fw on the basis of the relationship between the road width and the bus velocity.
在此基础上，对影响饱和流率的部分因素的修正系数进行了标定，基于车道宽对车速的影响程度确定车道宽修正系数。
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补充资料：(C14-18-饱和、C16-18-不饱和)脂肪酸钾盐
CAS：68002-80-2
分子式：C14-18 and C16-18-Unsaturated alkylcarboxylic acid potassium salts

中文名称：(C14-18-饱和、C16-18-不饱和)脂肪酸钾盐；牛油脂肪酸钾皂

英文名称：Fatty acids, C14-18 and C16-18-unsatd., potassium salts
C14-18 and C16-18-Unsaturated alkylcarboxylic acid, potassiumsalt
fatty acids, c14-18 and c16-18-unsatd., potassiumsalts
Fatty acids,C14-18 and C16-18-unsatd.,potassium salts
C14-18 and C16-18-Unsaturated alkylcarboxylic acid,potassiumsalt
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