Multi-objective Optimization of Combined Sewer Systems Using SWMM 5.0

Combined sewer overflows (CSOs) are frequent in many cities during stormy weather. CSOs are not only an environmental issue but also induce an adverse aesthetic view for major cities, worldwide. Many engineering solutions have been proposed by researchers to reduce, if possible to avoid CSOs; however, most of these solutions require sewer network capacity enhancement. Therefore, most of the proposed engineering solutions are based on structural measures. However, they are not the best solutions since most of these measures require new structural components and thus capital requirement. Therefore, if possible, control of existing combined sewer networks to minimize the CSOs and their adverse environmental effects would be an ideal solution. However, a holistic control algorithm based on environmental concerns is yet to be tabled. Therefore, this paper presents an improved approach in control of existing combined sewer systems to minimize the adverse environmental effects due to the combined sewer overflows. A multi-objective optimization approach was developed, considering flows and water quality in combined sewer flows and the wastewater treatment costs. The presented multi-objective optimization approach shows a considerable improvement in controlling urban wastewater systems compared to the previous work by the same author. The improved algorithm has advantages in solution space of multi-objective optimization approach. Furthermore, it eliminates achievement of infeasible solutions unlike the other constrained multi-objective optimization approaches.

[1]  Z. Vojinovic,et al.  Optimising Sewer System Rehabilitation Strategies between Flooding, Overflow Emissions and Investment Costs , 2008 .

[2]  G. Cembranoa,et al.  Optimal control of urban drainage systems . A case study , 2009 .

[3]  Guangtao Fu,et al.  Multiobjective optimisation of urban wastewater systems using ParEGO: a comparison with NSGA II , 2008 .

[4]  John W. Labadie,et al.  Neural-optimal control algorithm for real-time regulation of in-line storage in combined sewer systems , 2007, Environ. Model. Softw..

[5]  Luca Cozzolino,et al.  An Innovative Approach for Drainage Network Sizing , 2015 .

[6]  M. Christensenc,et al.  Water quality-based real time control of integrated urban drainage systems: a preliminary study from Copenhagen, Denmark , 2014 .

[7]  Benoit Beraud,et al.  Optimisation of sewer networks hydraulic behaviour during wet weather: coupling genetic algorithms with two sewer networks modelling tools , 2010 .

[8]  Tiku T. Tanyimboh,et al.  Optimal control of combined sewer systems using SWMM 5.0 , 2012 .

[9]  U. Rathnayake Optimal management and operational control of urban sewer systems , 2013 .

[10]  Guangtao Fu,et al.  Multiple objective optimal control of integrated urban wastewater systems , 2008, Environ. Model. Softw..

[11]  Gürkan Sin,et al.  A generic methodology for the optimisation of sewer systems using stochastic programming and self-optimizing control. , 2015, Journal of environmental management.

[12]  A. G. Kolechkina,et al.  Room for automatic control in combined sewer systems , 2014 .

[13]  Kalyanmoy Deb,et al.  A fast and elitist multiobjective genetic algorithm: NSGA-II , 2002, IEEE Trans. Evol. Comput..

[14]  Tiku T. Tanyimboh,et al.  Multi-objective optimization of urban wastewater systems , 2012 .

[15]  Guangtao Fu,et al.  Optimal Distribution and Control of Storage Tank to Mitigate the Impact of New Developments on Receiving Water Quality , 2010 .

[16]  Gabriela Cembrano,et al.  Hybrid modeling and receding horizon control of sewer networks , 2014 .