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Efficiency of integrated electrooxidation and anaerobic digestion of waste activated sludge

MetadataDetails
Publication Date2021-04-01
JournalBiotechnology for Biofuels
AuthorsJ.A. Barrios, A. Cano, Fernando F. Rivera, M. E. Cisneros, U. DurĂĄn
InstitutionsCenter of Research and Technologic Development in Electrochemistry, SecretarĂ­a de Ciencia, Humanidades, TecnologĂ­a e InnovaciĂłn
Citations19
AnalysisFull AI Review Included

This research validates the integration of Electrooxidation Pre-treatment (EOP) using Boron-Doped Diamond (BDD) electrodes with Anaerobic Digestion (AD) to significantly enhance biogas recovery from Waste Activated Sludge (WAS).

  • Value Proposition: EOP effectively overcomes the rate-limiting hydrolysis step in AD by disintegrating microbial cell walls, making particulate organic matter bio-available.
  • Optimal Conditions: Maximum performance was achieved by pre-treating WAS at 3% Total Solids ([TS]) concentration using a Current Density (CD) of 21.4 mA/cm2.
  • Methane Yield: The integrated system produced a maximum Biochemical Methane Potential (BMP) of 305 N-L CH4/kg VS, representing a 65% increase compared to non-pretreated sludge (109 N-L CH4/kg VS).
  • Energy Feasibility: The process demonstrated a strong positive energy balance of 1.67 kWh/kg VS, confirming that the energy invested in EOP is recovered through increased methane production.
  • Mechanism: The BDD electrodes efficiently produce strong oxidants (hydroxyl radicals, OH) that facilitate the solubilization of Chemical Oxygen Demand (COD) and Volatile Solids (VS) from the WAS.
  • Conversion Efficiency: The pre-treatment resulted in high COD and VS removal, indicating effective conversion of sludge mass into usable biogas.
ParameterValueUnitContext
Optimal Total Solids ([TS])3.0% (w/v)Condition for maximum CH4 production
Optimal Current Density (CD)21.4mA/cm2Condition for maximum CH4 production (305 N-L/kg VS)
Maximum Methane Production (BMP)305N-L CH4/kg VSAchieved with EOP pre-treatment
Baseline Methane Production (Control)109N-L CH4/kg VSNon-pretreated WAS
Net Energy Balance (Positive)1.67kWh/kg VSEnergy recovered minus EOP electrical consumption
EOP Electrical Consumption (Optimal)0.38kWh/kg VSConsumption at 21.4 mA/cm2, 30 min
COD Removal (Maximized)61.6%Optimized theoretical maximum (at 3.5% [TS], 31.03 mA/cm2)
VS Removal (Control)14.2%Non-pretreated WAS baseline
Electrode Materialp-Si-BDDN/ABoron-Doped Diamond (Anode and Cathode)
Electrode Surface Area70cm2Circular electrodes (100 mm diameter)
EOP Treatment Time30minFixed duration for electrooxidation
AD Operating Temperature36 ± 2°CMesophilic digestion conditions
  1. Sludge Sourcing and Preparation: Waste Activated Sludge (WAS) was collected from a municipal WWTP. Initial characterization showed Total Solids (TS) of 80 ± 4.3 g/L and a VS/TS fraction of 59.5 ± 11.4%.
  2. Inoculum Conditioning: Anaerobic sludge from a brewery WWTP was used as inoculum. It was incubated for 24 hours in a vacuum chamber to eliminate residual biogas production interference prior to use in BMP assays.
  3. Electrooxidation Pre-treatment (EOP):
    • A DiacleanÂź single-compartment electrochemical reactor was utilized.
    • Electrodes were p-Si-BDD (Diamond-based material) used for both anode and cathode, providing a 70 cm2 surface area.
    • Current densities (CD) were tested at three levels: 14.3, 21.4, and 28.6 mA/cm2.
    • The treatment time was fixed at 30 minutes, and the temperature was maintained at 25 °C using a water bath.
  4. Biochemical Methane Potential (BMP) Assays:
    • Assays were conducted in 250-mL flasks using the OxiTopÂź Control OC 110 system, with an 80 mL working volume.
    • The Substrate/Initial Biomass (S/X) ratio was maintained at 0.5 g VSfed/g VSbiomass.
    • Digestion was performed under mesophilic conditions (36 ± 2 °C) for 16 days, with continuous shaking at 150 rpm.
  5. Optimization and Analysis: A 3-level full factorial design and Analysis of Variance (ANOVA) were used to assess the influence of [TS] and CD. Mathematical optimization (nonlinear complex method) was applied to the fitted models to determine the conditions maximizing CH4 production and COD/VS removal.

The successful integration of BDD-based electrooxidation with anaerobic digestion provides a robust, energy-positive solution for sludge management, relevant to several engineering sectors:

  • Wastewater Treatment Plants (WWTPs): Implementation of EOP as a pre-treatment step to increase biogas yield and reduce the volume of sludge requiring disposal, moving WWTPs toward energy self-sufficiency.
  • Renewable Energy Generation: Utilizing the enhanced methane production (biogas) for combined heat and power (CHP) generation, contributing to the interconnected energy infrastructure.
  • Advanced Oxidation Processes (AOPs): Leveraging the high stability and strong oxidant generation capacity of BDD electrodes for industrial wastewater purification and degradation of refractory organic compounds.
  • Sludge Minimization and Disposal: Reducing Volatile Solids (VS) and sludge mass, thereby lowering transportation and disposal costs associated with excess WAS.
  • Electrochemical Reactor Design: Development and scaling of flow reactors utilizing BDD technology for high-efficiency, low-maintenance electrochemical hydrolysis applications.