Data for: Benchmarking Leachate Co-treatment Strategies in Municipal Wastewater Treatment Plants under Dynamic Conditions and Energy Prices

Published: 31 March 2020| Version 1 | DOI: 10.17632/395w99wxg9.1
Contributors:
Recep Kaan Dereli,
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,
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Description

Research Data 1 is the modified version of the Benchmark Simulation Model no.1 (Gernaey et al., 2014) dry weather influent file. It includes soluble inert nitrogen (S_NI) component as an input. It is used as a dynamic influent file for municipal wastewater in the study. Research Data 2 is the dynamic influent file for leachate used in the study. It consists Activated Sludge Model no.1 (Henze et al., 2000) based influent characterization of old landfill leachate. The dynamic composition of leachate was generated based on Galleguillos and Vasel (2011). Galleguillos, M., Vasel, J.-L. (2011). Landfill leachate characterization for simulation of biological treatment with Activated Sludge Model No. 1 and Activated Sludge Model No. 3. Environmental Technology 32(11), 1259-1267. Gernaey, K.V., Jepson, U., Vanrolleghem, P.A., Copp, J.B. (2014). Benchmarking of Control Strategies for Wastewater Treatment Plants. Scientific and Technical Report No. 23, IWA Publishing, London, UK. Henze, M., Gujer, W., Mino, T., van Loosedrecht, M. (2000). Activated Sludge Models ASM1, ASM2, ASM2d and ASM3. IWA Publishing, London, UK.

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Categories

Bioprocess Modeling, Landfill Leachate, Wastewater Treatment Plant, Municipal Wastewater

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