Micro-lamellar Electrode Cell for Wastewater Treatment

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Solution Overview

Problem

Existing electro-oxidative wastewater treatment methods face inefficiencies due to the short lifespan of hydroxyl radicals and limited mass transport to the anode, leading to reduced current efficiency and increased costs associated with large anode areas and high investment costs for boron-doped diamond electrodes.

Innovation Solution

The development of a micro-lamellar electrode cell with a defined geometry and alternating planar electrodes having parallel slots or rows of slots, which enhances mass transfer coefficients while maintaining low pressure losses and stability, allowing for efficient electrolyte flow and effective hydroxyl radical formation.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Reliability

If boron-doped diamond electrodes are used for electro-oxidative decomposition, then current efficiency is improved due to high overvoltage for oxygen formation and hydroxyl radical generation, but investment costs increase significantly

Engineering Contradiction:
Improvecurrent efficiencyVSAvoidinvestment costs
Core Design Contradiction:
ReliabilityVSEase of manufacture

Solution Approach 1:

The electrode surface is segmented into micro-lamellae with thicknesses of 1-50 µm, creating a multi-layered structure that increases surface area while using less expensive base materials. This segmentation allows the expensive BDD coating to be applied only to thin micro-lamellae rather than large solid blocks, reducing material costs while maintaining high current efficiency through enhanced mass transport.

Inventive Principle:
Principle #1Segmentation

Solution Approach 2:

The micro-lamellar structure creates a porous-like geometry with channels and surfaces that enhance mass transport of oxidizable species to the electrode. The high surface-area-to-volume ratio of the micro-lamellae improves hydroxyl radical generation and contact with contaminants, achieving high current efficiency similar to solid BDD electrodes but with reduced material usage and cost.

Inventive Principle:
Principle #31Porous materials

2Productivity

If large anode areas are provided to treat waste water efficiently, then treatment capacity is improved, but device complexity and cost increase

Engineering Contradiction:
Improvetreatment capacityVSAvoidanode area
Core Design Contradiction:
ProductivityVSDevice complexity

Solution Approach 1:

The electrode structure transitions from a two-dimensional planar surface to a three-dimensional micro-lamellar structure with thicknesses of 1-50 µm. This dimensional transformation creates extensive surface area within a compact volume, enabling high treatment capacity without requiring large anode areas or complex electrode arrangements.

Inventive Principle:
Principle #17Another dimension (Dimensionality change)

Solution Approach 2:

The micro-lamellar structure nests multiple electrode surfaces within a compact geometry, where thin layers are stacked or arranged to create high surface area in a small space. This nested arrangement provides large effective anode area for high treatment capacity while maintaining a compact device footprint and reducing overall complexity.

Inventive Principle:
Principle #7Nested doll (Nesting)

3Productivity

If high current densities are applied to increase decomposition rate, then productivity is improved, but mass transport limitations reduce current efficiency

Engineering Contradiction:
Improvedecomposition rateVSAvoidcurrent efficiency
Core Design Contradiction:
ProductivityVSReliability

Solution Approach 1:

The micro-lamellar structure introduces dynamic mass transport characteristics with thin layers (1-50 µm) that enable rapid diffusion of oxidizable species to the electrode surface. The reduced diffusion path lengths in the micro-structure allow the system to respond dynamically to high current densities without mass transport limitations, maintaining high current efficiency even at elevated decomposition rates.

Inventive Principle:
Principle #15Dynamics

Solution Approach 2:

The structure changes the mass transport parameter by reducing diffusion path lengths through micro-lamellar thicknesses of 1-50 µm. This parameter change in the physical structure enables the system to sustain high current densities by improving the rate of oxidizable species transport to the electrode surface, preventing mass transport limitations that would otherwise reduce current efficiency.

Inventive Principle:
Principle #35Parameter changes

Applied Scientific Principles

This section explains which scientific principles are used to turn an abstract innovation direction into a practical engineering solution.

Function Achieved in This Case

This design significantly improves mass transfer coefficients with low pressure losses, enabling higher current efficiency and shorter treatment times, reducing energy input and operational costs by optimizing the cell geometry and electrolyte flow.

Implementation Method 1

electro-oxidative decomposition of the waste water components that contribute to the chemical oxygen demand

Methodology Applied
Scientific EffectElectro-oxidation: Oxidation

Implementation Method 2

subjecting the waste water to an electric current in an electrolytic cell

Methodology Applied
Scientific EffectElectrolysis: Electrolysis

Implementation Method 3

mass transport from the volume of the electrolyte to the anode surface is ultimately always of a diffusive nature

Methodology Applied
Scientific EffectMass transport: Diffusion

Implementation Method 4

inflow is determined by convective and diffusive mass transport

Methodology Applied
Scientific EffectConvection: Convection

Data Source

PatentEP2961696B1Micro-lamellae electrode cells and their use
Publication Date: 2017.01.04 BAYER AG
  • EP2961696B1 patent drawing
  • EP2961696B1 patent drawing
  • EP2961696B1 patent drawing

AI summary

The invention relates to an electrolysis cell for particularly efficient treatment of waste water polluted with organic substances by electro-oxidative degradation of waste water components that contribute to the chemical oxygen demand and the use thereof.