1) replaced water
置换水量
1.
Unit systematic theory of fuzzy sets decision-making and its application to reallocation of replaced water of the Yellow River;
模糊集决策单元系统理论及其在黄河置换水量分配中应用
2) replacement water and thermal power
水火电量置换
3) stoichiometric displacement
计量置换
1.
Based on the physical meaning of each term in the linear parameter log I (a constant correlating the affinity of solute to stationary phase) of stoichiometric displacement model for retention(SDM R) of solute, the thermodynamic characteristics of log I of solute in reversed phase liquid chromatography (RPLC) were investigated theoretically.
依据液相色谱中溶质计量置换保留模型及线性参数 log I(与 1mol溶质对固定相的亲和势大小有关的常数 ) ,通过作图得知非极性和极性小分子溶质及生物大分子的 log I与绝对温度的倒数 1/T,以及小分子溶质的log I与其在正辛醇 -水中分配系数的对数 log Po/ w呈线性关系 ,从两方面进一步证明了 log I具有热力学平衡常数的性质。
2.
It is theoretically elucidated that the logarithm of stoichiometric displacement equilibrium constant, logKa dominates the linear parameter logI of the stoichiometric displacement model for retention in liquid chromatography.
从理论上阐明了计量置换平衡常数的对数ｌｏｇＫ。
3.
It was found that the retention of these proteins follow the stoichiometric displacement model for retention (SDM-R), so long as the urea concentration remains con- stant in the mobile phase.
当脲 浓度不变时，蛋白质的保留仍然服从计量置换保留模型，并可测定在该特定脲浓度条件下蛋白质的Ｚ值。
4) measurement transposition
量测置换
1.
Then, a new idea of grounding capacitance estimation based on the reactive power flow measurement transposition method is presented.
在此基础上,提出了一种新的基于量测置换的线路电容参数估计方法。
5) chemical impurities
置换总量
1.
The main factors affecting include: (1)the weigh of many kinds of minor chemical impurities is higher,their thermal decomposition temperatures decrese much lower; (2) the hydrothermal metasomatic of the dolomite is stranger,.
白云石和方解石化学成分中多种微量元素置换总量愈高 ,其热分解温度降低得愈多 ;白云石经受的热液交代变质作用愈强 ,其热分解温度降低得愈多 ;方解石热变质作用愈强 ,其热分解温度降低的愈
6) quality transition
质量置换
补充资料：饱和持水量测定
饱和持水量测定
measurement of saturation moisture capacity
匕aohe ehishuiliang eeding饱和持水t测定(measurement of satu-ration moisture eaPaeity)土壤农业水文特性测定项目之一，是测定土壤孔隙完全充满水时的l几壤湿度。饱和持水t所占容积等于土壤总孔隙度，可用来鉴定土壤水分饱和程度和总孔隙度。 测定方法是浸水饱和法。即在欲测地段上，用容重环刀取原状土，取土方法与测定卜壤容重时取_L相同(见土壤容l测定)。把装有未遭破坏土样的环刀称重后，使其有孔底一端(内垫滤纸)朝下，放在盛水的平底磁盘中或充满水的砂层上，使盘内水面与环刀上缘保持一样高，切勿使水面淹没环刀，以免影响空气自土壤孔隙排出，使水不能充满孔隙。经过一定时间后(砂土4一8小时，粘土8一12小时)迅速取出，用盒盖托住称重。然后再放入盘中，继续使水充满孔隙，直至前后两次重量无显著差异为止。为了计算环刀中土体的干土重，必须在同一土层上，另取土样，用称重烘干法测其湿度。用下式计算饱和持水量(占干土重的百分数): 环刀中上样吸水饱和*、、、。_后的含水量吧刊’寸小里一环万币王释的不干甭入川U.式中上样干土重(克)=环刀中的湿土重(克)xl()0100十上样湿度的百分数 此外，通过下式也可计算饱和持水量(占干土重的百分数):饱和持水量二总孔隙度 容重火10()%式中总孔隙度二1一宣重比重(林家栋)
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