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前置反硝化-硝化活性污泥厂生物降解控制的实时控制策略

Real-time control strategies for predenitrification-nitrification activated sludge plants biodegradation control.

作者信息

Suescun J, Ostolaza X, Garcia-Sanz M, Ayesa E

机构信息

Section of Environmental Engineering, CEIT, P.O. Box 1555, 20018 San Sebastian, Spain.

出版信息

Water Sci Technol. 2001;43(1):209-16.

Abstract

This paper presents the real-time control strategies developed to regulate both the ammonia and nitrate concentration in the effluent of the new Vitoria WWTP (Spain). Nitrate control aims at the optimal use of the denitrification potential at any moment. For this purpose, the proposed control algorithm continuously adapts the internal recycle flow in order to maintain a desired nitrate set-point in the anoxic zone. Ammonia control aims at maintaining the required average concentration of ammonia in the effluent by manipulating the Dissolved Oxygen (DO) set-point. The control strategies have been based on a hierarchical structure where a high-level or supervisory control selects the set-point of the low-level or conventional controllers. The design of the controllers was carried out using the Quantitative Feedback Theory QFT for the design of robust control systems. Moving average values of some variables have been introduced in order to eliminate the perturbations associated with the daily 24-hour profiles. The controllers have been verified using long-time dynamic simulations based on a mathematical model previously calibrated in pilot plant. Influent load and temperature used in the simulations correspond to the real values measured in the full-scale WWTP during 12 months. The results obtained in the simulations show the good performance and stability of the control strategies independently from external disturbances. A short-time experimental verification of the controllers in pilot plant with real wastewater is also presented.

摘要

本文介绍了为调控西班牙新维多利亚污水处理厂(WWTP)出水的氨和硝酸盐浓度而制定的实时控制策略。硝酸盐控制旨在随时优化反硝化潜力的利用。为此,所提出的控制算法不断调整内部循环流量,以便在缺氧区维持所需的硝酸盐设定值。氨控制旨在通过操纵溶解氧(DO)设定值来维持出水中所需的氨平均浓度。控制策略基于一种分层结构,其中高级或监督控制选择低级或传统控制器的设定值。控制器的设计采用定量反馈理论(QFT)进行鲁棒控制系统的设计。引入了一些变量的移动平均值,以消除与每日24小时曲线相关的干扰。基于先前在中试厂校准的数学模型,通过长时间动态模拟对控制器进行了验证。模拟中使用的进水负荷和温度对应于全尺寸污水处理厂12个月期间测量的实际值。模拟结果表明,控制策略具有良好的性能和稳定性,不受外部干扰影响。还介绍了在中试厂使用实际废水对控制器进行的短期实验验证。

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