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1)  Relative threshold temperature
相对界限温度
2)  temperature limit
温度界限
1.
In order to reduce energy loss of oil gathering and transferring system in production process, study heat transfer laws of oil-gas-water three phase flow, and develope petroleum multiphase flow in China, This paper studies on temperature limit and energy saving technology of circular gathering and transferring process in oil field.
为了降低大庆外围油田集输系统生产过程中的能耗,实现油田的可持续发展,促进多相流学科的发展,本文重点研究环状集输流程的安全混输温度界限及优化运行管理方法。
3)  critical temperature
界限温度
1.
It was found that there exists a critical temperature for the SCC in this system.
结果发现:该体系发生应力腐蚀存在一个界限温度,NaCl浓度低于1。
2.
According to the meteorological data over the periods of 1961-2004 from the 96 weather stations in Hunan Province,Analyses the effect of main crop as ripe,cotton and Cole by the change of average temperature and critical temperature.
根据湖南96个气象站1961-2004年的气温资料,分析了年平均气温、界限温度的变化对农业生产和水稻、棉花、油菜等主要作物的影响。
3.
Based on the data of critical temperature (0oC, 10oC) over the Tibetan Plateau from 1971 to 2000, we established the small grid reckon model and calculated the critical temperature values of 500 m × 500 m grid node by GIS.
根据西藏1971~2000年≥0℃、10℃界限温度资料,建立了小网格推算模式,应用GIS推算出500m×500m网格点上的农业界限温度值,分析了界限温度的空间分布特征、趋势变化、年代际变化和气候异常。
4)  relative depth of limiting compression zone
相对界限受压区高度
1.
The limit values of concrete relative depth of limiting compression zone in common prestressed concrete beams and slabs were given with the variation of effective prestress level σpe,which provides basis for rationally considering the effect of effective prestress level of prestressed reinforcement to normal section bearing capacity of common bonded prestressed concrete beams and slabs.
给出了有效预应力水平σpe不同时常规预应力混凝土梁板相对界限受压区高度的限值,为合理考虑预应力筋有效预应力水平对常规有粘结预应力混凝土梁板正截面承载力的影响提供依据。
5)  limits of relatively high coefficient
相对界限高度系数
1.
According to the fact that the limits of relatively high coefficient on compression zone is not explained in the computing of ultimate bearing capacity by enlarging sectional areas in tensile region,the paper has pre-sented the factors which influence the limits of relatively high coefficient of the tensile region reinforced by en-larging sectional areas.
针对受拉区加固后的组合截面受弯构件正截面承载力计算公式并没有对其受压区相对界限高度系数进行说明,对影响受拉区增大截面加固后相对界限高度系数的因素进行分析计算。
6)  0℃ critical temperature
0℃界限温度
补充资料:铂电阻温度表(见电阻温度表)


铂电阻温度表(见电阻温度表)


表。bod旧nZu wendubiao铂电阻温度表见电阻温
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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