1) psychrometric ratio
干湿比
2) ratio of wetting-drying-time
干湿比
1.
Draw a conclusion of the best system-operation by a comparision of pollutant removal with different ratio of wetting-drying-time.
通过对不同干湿比运行条件下污染物的去除情况的比较,得出本系统的最佳运行状况。
3) dry and wet
干湿
1.
Based on the day by day air temperature and rainfall data of 14 weather stations over the source region of the three rivers(Yangtze,Yellow and Lancangjiang rivers),the evolution law of the extreme cold,warm,dry and wet climatic events as well as cause of its variations are analyzed.
利用三江源地区14个气象台站1962—2005年逐日气温、降水资料分析了该地区冷暖干湿极端气候事件的演变规律,探讨了其变化成因。
2.
based on the day by day air temperature and rainfall data 14 weather stations over the source of three rivers, the evolution rule of the extreme cold, warm, dry and wet climatic event as well as its variation reason over this area is analyzed.
利用三江源地区14个气象台站1962-2005年逐日气温、降水资料分析了该地区冷暖干湿极端气候事件的演变规律,探讨了其变化成因。
4) dry and wet rubbing fastness
耐干湿擦
5) wetting-redrying
干湿交替
1.
Effect of continuous submerging and wetting-redrying on cadmium speciation and uptake by Sorghum hybrid Sudangrass in a Ferric-accumulic Stagnic Anthrosol and a Tipical Hapludult collected from the Taihu Lake region and the rolling downs of Yingtan,Jiangxi,China respectively,was studied by pot experiment with Cd spike in 2003.
采用盆栽试验的方法,研究了前期持续淹水和干湿交替预培养对2种水稻土———太湖地区黄泥土、江西鹰潭红壤性水稻土中外源Cd形态分配及高丹草吸收Cd的影响。
6) dry-wet cycle
干湿循环
1.
An experimental study on the performance of concrete inside fly ash in sulfate environment was carried out by dry-wet cycle in water or sodium sulfate solution and measurement of dynamic lnodulus of elasticity.
以内掺粉煤灰制成的混凝土作为研究对象,在水中和不同浓度硫酸钠溶液中分别进行干湿循环后,通过对相对动弹性模量损失率的测量,说明掺加粉煤灰的高性能混凝土对硫酸盐侵蚀有较好的抵抗性能。
2.
They experienced dry-wet cycle in sodium sulfate solution.
以内掺粉煤灰制成的高性能混凝土和普通硅酸盐水泥以及抗硫酸盐水泥制成的高性能混凝土作为研究对象,在硫酸钠溶液中进行干湿循环后,通过对相对动弹性模量,重量损失率的测量,说明掺加粉煤灰的高性能混凝土对硫酸盐侵蚀有较好的抵抗性能。
3.
The profiles of chloride ion in concrete were obtained from the results of experiments that were under typical conditions such as dry-wet cycle and immersion condition.
基于典型服役环境条件,采用干湿循环和浸泡试验方法,通过测试不同条件下混凝土内部不同位置氯离子含量,研究外部氯离子在混凝土中的沉积特性。
参考词条
补充资料：干湿比
分子式：
CAS号：
性质：系指人hG/KHCH，为无因次数。其中hG为对流传热时空气侧的传热系数，kJ/(m2·h·K)；KH为以湿度差△H[kg/kg干空气]为推动力的空气侧的传热系数，kg/m2·h·(kg/kg)；CH为空气的湿比热容，kj/(kg空气·K)。
CAS号：
性质：系指人hG/KHCH，为无因次数。其中hG为对流传热时空气侧的传热系数，kJ/(m2·h·K)；KH为以湿度差△H[kg/kg干空气]为推动力的空气侧的传热系数，kg/m2·h·(kg/kg)；CH为空气的湿比热容，kj/(kg空气·K)。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。