尼日利亚Kanji水电站流量模糊自回归移动平均外源输入模型的建立

D. Araromi
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摘要

任何系统的鲁棒控制系统的设计都需要模型驱动的方法。因此,为尼日利亚Kanji大坝发电开发一种适合于水电站大坝安全运行控制器设计的动态模型势在必行。本研究采用基于模糊的自回归移动平均外源输入(FARMAX)模型结构,在MATLAB环境下建立了水库流量模型。用于模型开发的数据涵盖了10年(2003-2013)。它由流入水(WI)、流出水(WO)和溢出水(S)组成,其中WI和S为输入变量,WO为输出变量。使用带有异常值的未平滑数据得到的模型的拟合、R2和RMSE分别为-14.115%、-0.302和610.317。没有异常值的未平滑数据的拟合、R2和RMSE分别为-13.802%、-0.295和608.643。使用存在异常值的平滑数据得到的模型的拟合、R2和RMSE分别为80.533%、0.962和104.113。在没有异常值的情况下,平滑数据的拟合、R2和RMSE分别为81.533%、0.962和99.637。当规则数为3时,FARMAX的最佳拟合值为87.8774%,最优模型阶数为3 1 4 3。该模型可作为实时评价水库最优调度策略的决策支持系统。
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Development of Fuzzy Based Autoregressive Moving Average Exogenous Input Model for Water Flow in Nigerian Kanji Hydro-Power Dam
Design of robust control system for any system requires model-driven approach. Therefore, it becomes imperative to develop a dynamic model suitable for controller design on safety operation of hydropower dam for power production in Kanji dam in Nigeria. Model for reservoir flow was developed in MATLAB environment using Fuzzy Based Autoregressive Moving Average Exogenous Input (FARMAX) model structure in this study. The data used for model development covered a period of ten years (2003-2013). It consists of water inflow (WI), water outflow (WO) and spillage (S). WI and S are input variables while WO was the output variable. The model obtained using the unsmoothed data with an outlier gave -14.115%, -0.302 and 610.317 for fit, R2 and RMSE, respectively. Unsmoothed data with no outlier gave -13.802%, -0.295 and 608.643 corresponding to fit, R2 and RMSE, respectively. The model obtained using the smoothed data in the presence of an outlier gave 80.533%, 0.962 and 104.113 for fit, R2 and RMSE, respectively. Smoothed data in the absence of outlier gave 81.533%, 0.962 and 99.637 for to fit, R2 and RMSE, respectively. FARMAX has the best fit value of 87.8774% when number of rules was equal to 3 with optima model order of 3 1 4 3. The model can serve as a decision support system in evaluating the optimal reservoir operation policies in real time.
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