静止无功补偿考虑不确定性因数鲁棒控制器设计

利用直接反馈线性化理论,将静止无功补偿非线性控制问题转化成伪线性控制问题,且考虑实际系统不确定性因数的影响,设计出了静止无功补偿状态反馈鲁棒控制规律。并对单机无穷大系统进行了数字仿真,仿真结果验证了该控制算法的有效性,可以更有效的改善电力系统动态稳定性。

湖南红层地区滑坡地质灾害致灾因子敏感性分析

为了探究滑坡成因机制、揭示滑坡发育规律,以湖南省麻阳苗族自治县为例,选取高程、坡度、地形起伏度、地层岩性、距断层距离等10个因子为致灾因子,基于确定性因数模型开展致灾因子敏感性分析,探究湖南省红层地区滑坡发育特征和成因机制。结果表明:滑坡与土地利用类型、高程和地形起伏度等因子呈现较大的相关性,各因子间的敏感性大小为:土地利用类型>高程>地形起伏度>归一化植被指数>距道路距离>坡度>地层岩性>距河流距离>多年平均降雨>距断层距离;相应因子高敏感区间分别为:土地利用类型为建筑用地、高程[101 m,1394 m)、地形起伏度[47 m,74 m)、归一化植被指数[0.30,0.43)。

Study on the Cause and Dynamics of Seawater Intrusion in Laizhou Bay

In this paper, we conduct research on the cause and dynamics of seawater intrusion in the Laizhou bay. To consider modelling the Laizhou bay, we should then take the listed tools into consideration. In actual engineering, wave is a complicated stochastic process. If the numerical value of wave model is a little too large, the wave attenuation should be considered sufficiently, such as wave refraction caused by terrain change, wave attenuation due to submarine friction, wave into the very shallow waters of the broken and small wind area. We integrate the current conition of the Laizhou bay and the further model the seawater intrusion steps. The uncertainty research of ground water solute migration is at present a ground water research area quite popular topic, but the seawater intrusion is the variable density class solute migration issue, applies the uncertainty analysis of seawater intrusion simulation also to have certain difficulty the existing research results. In the future, more simulation will be down to verify the effectiveness.