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1)  physical clay content
物理性粘粒含量
1.
The interrelations between the organic matter content and water content,physical clay content and infiltration capacity into soils are analyzed by the field experimental data of the physical property parameters of soils.
根据大田土壤物理特性参数测定的试验数据,分析了土壤有机质含量与土壤含水量、物理性粘粒含量、土壤入渗能力之间的相关关系。
2)  cohesive sediment content
粘性颗粒含量
1.
Through a series of experiments on incipient motions after deposition and consolidation,the relationships between cohesive sediment incipient motion velocity and sediment dry density,cohesive sediment content under conditions of deposition and consolidation are studied,and conclusion that the cohesive .
通过粘性泥沙淤后起动试验,研究其起动流速与泥沙干容重、粘性颗粒含量之间变化关系,指出粘性泥沙起动流速随着泥沙干容重、粘性颗粒含量增大而增大,之后由试验数据率定出粘性泥沙起动流速经验公式,并用王兆印的试验资料进行了验证。
3)  physical clay
物理性粘粒
4)  clay content
粘粒含量
1.
Effects of temperature on organic carbon mineralization in paddy soils with different clay content;
温度对不同粘粒含量稻田土壤有机碳矿化的影响
2.
The rule and mechanism that total organic carbon,clay content and soil water content affected PHEs' vertical distribution and migration were shown by testing and analyzing soil samples from vadose zone and aquifer in the typical environment district-Zhangshi irrigated area.
通过对典型环境功能区张士灌区包气带剖面样品和含水层样品的分析检测,比较和总结了菲的垂向分布特征,研究了总有机碳、粘粒含量、土壤含水率对菲垂向分布与迁移的影响规律和机理。
3.
The rule and mechanism that total organic carbon (TOC), clay content and water content influence PHEs vertical distribution and migration are shown in this paper by testing and analyzing soil samples from vadose zone and aquifer in Zhangshi irrigated area, the typical environment district.
本文通过对典型环境功能区张士灌区包气带剖面样品和含水层样品的分析检测,比较和总结了菲的垂向分布特征,研究了总有机碳、粘粒含量、土壤含水率对菲垂向分布与迁移的影响规律和机理。
5)  clay particle content
粘粒含量
1.
Research on the adoption of clay particle content during seismic liquefaction with artificial neural network;
液化判别中基于人工神经网络的粘粒含量取值研究
2.
Experimental study on influence of clay particle content on liquefaction of Nanjing fine sand;
粘粒含量对南京粉细砂液化影响的试验研究
3.
Study of clay particle content in geo-technical engineering investigation;
粘粒含量在岩土工程勘察中的应用研究
6)  soil clay particle content
土壤粘粒含量
1.
In order to investigate the influence of soil clay particle content on soil infiltration capacity,the researchers compounded some kinds of soils by adding sand and clay to natural soil,and then simulated the influence of artificial soil clay particle content on soil infiltration capacity by water accumulated column infiltration.
为研究土壤粘粒含量对土壤入渗能力的影响,通过向自然土壤中添加沙粒、人工粘土的方法配制不同粘粒含量土壤,用土柱积水入渗模拟了人工配制土壤中粘粒含量对其入渗能力的影响。
补充资料:硫酸粘菌素 ,粘菌素,硫酸多粘菌素E
药物名称:多粘菌素E

英文名:Polymyxin E

别名: 多粘菌素E;可立斯丁;可刹迈仙干糖浆;硫酸抗敌素;硫酸粘菌素 ,粘菌素,硫酸多粘菌素E
外文名:Colistin ,Polymyxin E
性状:
常用其硫酸盐,为白色或微黄色粉末;无臭或几乎无臭。有引湿性。在水中易溶,在乙醇中微溶,在丙酮、氯仿或乙醚中几乎不溶。
药理作用:
抗菌谱和体内过程与多粘菌素B相同。口服不吸收,用于治疗大肠杆菌性肠炎和对其它药物耐药的菌痢。外用于烧伤和外伤引起的绿脓杆菌局部感染和耳、眼等部位敏感菌感染。注射已少用。
适应症:
用于治疗大肠杆菌性肠炎和对其他药物耐药的菌痢。外用于烧伤和外伤引起的绿脓杆菌局部感染和耳、眼等部位敏感菌感染。注射已少用。
用量用法:
1.口服:成人1次50万~100万单位,1日3~4次。儿童1次量25万~50万单位,1日3~4次。重症时上述剂量可加倍。 2.外用:溶液剂每毫升含1万~5万单位,氯化钠注射液溶解。
注意事项:
1.可发生皮疹、瘙痒等过敏症状。胃肠道有恶心、呕吐、食欲不振、腹泻等不良反应。 2.孕妇慎用。 3.口服宜空腹给药。
规格: 片剂:每片50万;100万;300万单位。灭菌粉剂:每瓶100万单位,供制备溶液用(1mg=6500单位)


类别:抗生素
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