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1)  Non-uniform sediment with a wide distribution
宽级配非均匀沙
1.
Computing the maximal grain size during incipient motion d_(cmax) and gross bed-load transport rate in Non-uniform sediment with a wide distribution are two important indexes for description its transport law, and it is also a core question for discussion in non-uniform sediment research.
宽级配非均匀沙最大起动粒径d_(cmax)和推移质总输沙率的推求是刻画非均匀沙推移质输移规律的两个重要指标,也是研究非均匀沙运动规律的核心课题之一。
2)  non-uniform sediment
非均匀沙
1.
Study on mathematical modeling for non-uniform sediment transport in an irrigation district along the lower reach of the Yellow River;
引黄灌区非均匀沙运动数学模型研究
2.
Effect of grain shape on incipient motion of non-uniform sediment;
泥沙颗粒形状对非均匀沙起动条件的影响
3.
Study on laws of incipient motion for non-uniform sediment on sloping land;
坡面非均匀沙起动规律研究
3)  non uniform sediment
非均匀沙
1.
The incipient motion formula of non cohesive non uniform sediment particles under a steady uniform stream flow on generalized sloping fluvial bed is established by the research.
推导了斜面上非均匀沙的起动条件。
2.
Bottom flow structure is changed because of the existence of the non uniform sediment.
通过考察水流结构的改变 ,研究了非均匀沙的起动。
3.
Obvious differences of transport mechanism exist between the uniform and non uniform sediment.
非均匀沙运动规律与均匀沙明显不同。
4)  nonuniform sediment
非均匀沙
1.
Incipient probability of cohesive nonuniform sediment;
黏性非均匀沙的起动概率
2.
Incipient motion of individual fractions of nonuniform sediment;
非均匀沙分级起动规律研究
3.
Research on incipient velocity of nonuniform sediment on slope of bend river bank
河湾坡岸非均匀沙起动流速公式探讨
5)  uniformly-graded
均匀级配
1.
The problem of stabilized uniformly-graded gravel soil with lime used in the top layer of subgrade of highway with semi-rigid basement and pitched road surface is discussed.
对半刚性基层沥青路面高速公路上路床顶层采用石灰稳定均匀级配砾石土的问题进行了研究和探讨,对石灰稳定均匀级配砾石土的材料特性、基本物理力学特性及其胀缩性进行了系统的室内试验研究,并在现场进行了碾压和雨后通车试验,提出了较合理的施工配比,对今后类似地区高速公路的建设具有一定的参考价值。
6)  inhomogeneously broadened two-level system
非均匀展宽二能级体系
补充资料:科素亚 ,氯沙坦钾,氯沙坦, 芦沙坦, 洛沙坦
药物名称:洛沙坦

英文名:Losartan

别名: 科素亚 ,氯沙坦钾,氯沙坦, 芦沙坦, 洛沙坦
外文名:Losartan, Cozaar, Novartis
成分: 氯沙坦钾
适应症: 高血压。
用量用法:
通常剂量为50mg,qd,治疗3-6周后达到最大抗高血压效应。在部分病人中,每天剂量可增加到100mg。血容量不足的病人(例如应用大量利尿剂)起始剂量应该为25mg,qd。
禁忌: 儿童,妊娠和哺乳妇女。
不良反应:
轻微而短暂的头晕,剂量相关性体位性低血压。罕见皮疹、荨麻疹,血管神经性水肿(包括面、唇和/或舌肿胀)。腹泻及偏头痛。偶有高血钾,罕见ALT升高。敏感个体和动脉狭窄的病人可出现肾功能异常。
注意事项: 血容量不足的病人应先补充血容量,减少起始剂量。有肝功能损害病人应使用较低剂量。
规格: 片剂 50mg x 7片。


类别:抗高血压药
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
参考词条