| 1. | On the teaching of triode transistor characteristic curve ' s saturated area
谈对三极管特性曲线饱和区的教学 |
| 2. | Analysis about rainfall influence on volumetric moisture content of unsaturated zone
大气降雨对土坝非饱和区含水率影响分析 |
| 3. | Calculation of seepage with fem in earth dam considering the effect of unsaturated zone
考虑非饱和区影响的土石坝渗流有限元计算 |
| 4. | Thus , to open or block it in current transformer linear or saturation sections , the bus differential protection can be realized
实现了母差保护在ta饱和区内闭锁，线性区内开放，从而避免了区外故障ta饱和时保护的误动作。 |
| 5. | The common - mode feed back ( cmfb ) circuit is realized by mos differential pairs which operated in saturation region so as to improve the loop gain of the cmfb
共模反馈电路采用工作在饱和区的mos差分对来实现,提高了共模反馈回路增益,加强对共模输出电压的控制。 |
| 6. | The research of ldmos current characteristic involves the linear current region , cut - off saturation region , quasi - saturation region and providing the simplified analytical expressio n
Ldmos电流特性的研究涉及了器件电流线性区、夹断饱和区和准饱和区，并给出了简化的电流特性解析表达式。 |
| 7. | Definition : in - situ ground eater bioremediation is a technology that encourages growth and reproduction of indigenous microorganisms to enhance biodegradation of organic constituents in saturated zone
原位地下水生物修复技术是在饱和区哪，利用原有微生物的生长和繁殖来增强有机组分生物降解的一项技术。 |
| 8. | Laws about volumetric moisture content changes and wetting deformation in unsaturated zone are analysed according to different rainfall intensities and duration by saturated - unsaturated seepage theory in this text
摘要运用非饱和渗流理论分析了不同降雨强度和降雨持续时间对土坝非饱和区含水率变化规律。 |
| 9. | At last , the formation and development of transient saturated zone , and the distribution and variation of transient water pressure in the process of infiltration under different rainfall degrees are described by an example
最后，通过算例分析了不同降雨强度下入渗过程中暂态饱和区的形成、发展以及暂态水压力分布、变化。 |
| 10. | Considering the shear strenth of unsaturated soil , the method of analysis of limit equilibrium has been approved and it can be used in the analysis of the stability of saturated - unsaturated slopes
在考虑非饱和区土体抗剪能力的情况下，对传统的边坡极限平衡分析方法作了改进，使之可应用与饱和?非饱和区土体的边坡稳定问题。 |
