期刊文献+
共找到3篇文章
< 1 >
每页显示 20 50 100
新型过电流加速度模型探究
1
作者 郑威 《机电信息》 2013年第24期26-27,共2页
针对现有继电保护过电流技术的不完善性,分析了过负荷和速断保护电流模型,提出了新型过电流加速度保护模型,对改善继电保护动作时间和响应时间具有借鉴意义。
关键词 继电保护 过负荷 速断保护 电流速度模型
下载PDF
感应电动机矢量控制系统的闭环转速估计方法
2
作者 刘思华 王英 胡广大 《微特电机》 北大核心 2008年第11期15-16,22,共3页
为降低计算量,提高无速度传感器感应电动机的转速估计速度与磁链的定向准确性,基于感应电动机的电流速度模型,设计了一种简单的闭环速度估计方法,用于无速度传感器感应电动机矢量控制系统中的速度估计。实验结果验证了该方法在感应电动... 为降低计算量,提高无速度传感器感应电动机的转速估计速度与磁链的定向准确性,基于感应电动机的电流速度模型,设计了一种简单的闭环速度估计方法,用于无速度传感器感应电动机矢量控制系统中的速度估计。实验结果验证了该方法在感应电动机控制系统应用中的有效性。 展开更多
关键词 感应电动机 电流速度模型 闭环速度估计 速度传感器
下载PDF
The Marine Dynamics and Changing Trend off the Modern Yellow River Mouth 被引量:4
3
作者 WANG Nan LI Guangxue +3 位作者 XU Jishang QIAO Lulu DADA Olusegun A. ZHOU Chunyan 《Journal of Ocean University of China》 SCIE CAS 2015年第3期433-445,共13页
Topography around the Yellow River mouth has changed greatly in recent years, but studies on the current state of ma- rine dynamics off the Yellow River mouth are relatively scarce. This paper uses a two-dimension num... Topography around the Yellow River mouth has changed greatly in recent years, but studies on the current state of ma- rine dynamics off the Yellow River mouth are relatively scarce. This paper uses a two-dimension numerical model (MIKE 21) to reveal the tidal and wave dynamics in 2012, and conducts comparative analysis of the changes from 1996 to 2012. The results show that M2 amphidromic point moved southeastward by 11 kin. It further reveals that the tides around the Yellow River mouth are relatively stable due to the small variations in the tidal constituents. Over the study period, there is no noticeable change in the distribution of tidal types and tidal range, and the mean tidal range off the river mouth during the period studied is 0.5-1.1 m. However, the tidal currents changed greatly due to large change in topography. It is observed that the area with strong tidal currents shifted from the old river mouth (1976-1996) to the modem river mouth (1996-present). While the tidal current speeds decreased continually off the old river mouth, they increased off the modem river mouth. The Maximum Tidal Current Speed (MTCS) reached 1.4 m s-1, and the maximum current speed of 50-year return period reached 2.8 m s-1. Waves also changed greatly due to change in topography. The significant wave height (H1/3) of 50-year return period changed proportionately with the water depth, and the ratio of Hi/3 to depth being 0.4-0.6. H1/3 of the 50-year return period in erosion zone increased continually with increasing water depth, and the rate of change varied between 0.06 and 0.07myr-1. Based on the results of this study, we infer that in the future, the modem river mouth will protrude gradually northward, while the erosion zone, comprising the old river mouth and area between the modern river mouth and the old river mouth (Intermediate region) will continue to erode. As the modem river mouth protrudes towards the sea, there will be a gradual increase in the current speed and decrease in wave height. Conversely, the old river mouth will retreat, with gradual decrease in current speed and increase in wave height. As more coastal constructions spring up around the Yellow River mouth in the future, we recommend that variation in hydrodynamics over time should be taken into consideration when designing such coastal constructions. 展开更多
关键词 Yellow River mouth tidal dynamics WAVE numerical simulation change trend 50-year return period
下载PDF
上一页 1 下一页 到第
使用帮助 返回顶部