Rivas A, Ayesa E, Galarza A, Salterain A
Section of Environmental Engineering, CEIT, Po. de Manuel Lardizabal no. 15, 20018 San Sebastian, Spain.
Water Sci Technol. 2001;43(7):157-65.
This paper presents a mathematical formulation for the optimum design of a new activated sludge WWTP. The WWTP optimum design problem has been formulated as a Mathematical Programming problem, which is solved through a nonlinear optimisation method. The plant model has been based on the ASM1. The minimum volume of the biological reactors and the minimum total cost (including construction and exploitation costs) have been considered as optimisation criteria. Some practical results are also included, using as a case study the design of the second stage of the Galindo-Bilbao WWTP.
本文提出了一种新型活性污泥污水处理厂优化设计的数学公式。污水处理厂优化设计问题已被表述为一个数学规划问题,通过非线性优化方法求解。该工厂模型基于活性污泥1号模型(ASM1)。生物反应器的最小体积和最低总成本(包括建设和运营成本)被视为优化标准。还给出了一些实际结果,以加利indo - Bilbao污水处理厂第二阶段的设计为例进行研究。