Abstract

Analysis of the current knowledge has revealed the lack of a method for increasing the cost-effectiveness of wastewater and septage treatment in plants overloaded by contamination. This was the premise for undertaking research on the process of septage pre-treatment in a subsurface vertical flow constructed wetland (SS-VF) prior to its input into the biological section of a municipal treatment plant. In previous research the authors have indicated that this allows for a significant reduction in the value of pollution indicators. The objective of this paper is to assess the cost-effectiveness of this process by means of an optimization model. The decision variable was the coefficient of septage stream distribution into the quantity directed to the SS-VF bed in relation to its total quantity. The optimization criterion was the minimization of the expected annual cost of wastewater and septage treatment. Verification of the model has shown that it is reasonable to subject all septage to the pre-treatment in a SS-VF bed for small wastewater treatment plant (WWTPs) located in rural areas. The bigger the septage pollution load is, the greater the reduction in the treatment costs. The proposed solution is less cost-effective in urban areas, where the construction of a SS-VF bed requires land purchase and additional costs of its adjustment. Optimization results largely depend on the cost function, so it is important to build it on reliable local data.

Highlights

  • Finding cost-effective methods of wastewater treatment is an important, but rarely studied issue in literature [1,2,3]

  • The research results presented by the authors of this paper show septage, the application of Constructed wetlands (CWs) was aimed to dewater and consolidate the sludge-type wastewater that the use of the subsurface vertical flow constructed wetland (SS-VF)

  • Verification of the optimization model carried out in examples one and two has shown that it is reasonable to subject all septage to pre-treatment in the SS-VF bed

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Summary

Introduction

Finding cost-effective methods of wastewater treatment is an important, but rarely studied issue in literature [1,2,3]. Small wastewater treatment plants (WWTPs) are a challenge to wastewater engineers [4,5]. Technical but economic and social aspects should be taken into account when designing them. This creates the need to optimize costs of wastewater and septage treatment. Septage is wastewater temporarily collected in cesspools and periodically delivered to municipal. WWTPs. Septage is treated alongside the wastewater stream, it is characterized by a much higher concentration of pollutants than municipal wastewater

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