SinoGreenTech Academic Portal
Open AccessDOI: 10.12030/j.cjee.202512066Original Research

RuO2 Nanorods for Electrochemical Chlorine Evolution and Simultaneous Removal of Ammonia Nitrogen and COD from Wastewater

School of Water Conservancy and Environment, University of Jinan; State Key Laboratory of Environmental Aquatic Chemistry, Research Center for Eco-Environmental Sciences, Chinese Academy of Sciences

Read Executive PreviewQuick FAQ
Published In
Chinese Journal of Environmental Engineering
Published:January 15, 2026Edition:Vol. 20, Issue 7 • pp. 100-112Citation:SONG Xiaoyang et al. (2026), Chinese Journal of Environmental Engineering
Impact FactorPeer-Reviewed Core
Source Journal环境工程学报

Key Takeaways & Executive Findings

  • • • N-RuO2 achieved 81.4% NH4+-N removal in 3 h, surpassing RuO2 (66.4%), DSA (60.3%), and Com-RuO2 (55.7%), with energy savings of 9.5, 13.1, and 17.7 Wh·g−1, respectively—critical for reducing operational costs in industrial wastewater treatment. • • COD removal reached 91.8% in 100 min with N-RuO2, outperforming RuO2 (90.9%), DSA (88.4%), and Com-RuO2 (83.2%), while cutting energy consumption by 0.5, 0.8, and 1.5 Wh·g−1, demonstrating superior oxidation efficiency. • • N-RuO2 exhibited a 25.6% higher Faradaic efficiency for chlorine evolution and a 2.9-fold longer accelerated lifetime compared to Com-RuO2, ensuring stable and efficient operation under harsh conditions. • • The nanorod morphology increased electrochemical active surface area by 7.3 times and reduced charge transfer resistance by 6.86 Ω, directly enhancing catalytic activity and durability—key for scaling up to industrial electrodes.

Abstract

This study addresses the removal of ammonia nitrogen (NH4+-N) and chemical oxygen demand (COD) from real coal chemical wastewater via electrochemical chlorine evolution. A nanorod-structured ruthenium dioxide catalyst (N-RuO2) was synthesized by modifying ruthenium trichloride precursor with ammonium chloride. Compared with unmodified RuO2, commercial DSA, and commercial RuO2 (Com-RuO2), N-RuO2 exhibited significantly enhanced electrochemical performance: Faradaic efficiency for chlorine evolution increased by 12.9%, 18.5%, and 25.6%, respectively; accelerated lifetime improved by 1.7, 1.9, and 2.9 times, respectively. In treating real coal chemical wastewater, N-RuO2 reduced NH4+-N to 86.4 mg·L−1 and COD to 72 mg·L−1, with degradation rate constants approximately 2.08 and 1.46 times higher than Com-RuO2, while energy consumption decreased by 17.7 Wh·g−1 and 1.5 Wh·g−1, respectively. Further studies showed that increasing chloride ion concentration enhanced removal rates and reduced energy consumption; higher current density accelerated removal but increased energy use; alkaline conditions favored NH4+-N removal, while neutral conditions favored COD removal. The excellent electrochemical performance of RuO2 nanorods indicates broad application prospects in practical water treatment.

1. Introduction

Industrial wastewater containing high concentrations of ammonia nitrogen (NH4+-N) and chemical oxygen demand (COD) represents a complex pollution challenge. Traditional breakpoint chlorination, while effective for NH4+-N removal, relies on external chlorine sources, posing safety risks and high costs. Electrochemical chlorine evolution (CER) offers on-site, on-demand generation of free chlorine, eliminating storage and transport hazards. However, the performance of CER hinges on anode materials; ruthenium dioxide (RuO2) is promising due to its metallic conductivity and catalytic activity, but its efficiency is limited by morphology and valence states. Conventional doping methods, such as Pt-RuO2, often neglect morphological control, while nanorod structures, known for abundant active sites, typically require energy-intensive hydrothermal synthesis, hindering scalability.

This study introduces a simple synthesis route for nanorod-structured RuO2 (N-RuO2) via ammonium chloride modification of ruthenium trichloride precursor. This approach simultaneously achieves doping and morphological control, enhancing catalytic activity and stability. The N-RuO2 anode demonstrates superior performance in treating real coal chemical wastewater, with higher removal rates and lower energy consumption compared to commercial alternatives. The findings address the bottleneck of scalable, high-performance CER anodes, offering a practical solution for industrial wastewater treatment.

SinoTechIntel Interactive Document Reader
Page 1–5 of Preview
100%
Download Full PDF

Loading authentic research manuscript (Pages 1–5)...

Cite This Research Paper
SONG Xiaoyang, WANG Yan, REN Xiaohua, ZHAO Xu (2026). RuO2 Nanorods for Electrochemical Chlorine Evolution and Simultaneous Removal of Ammonia Nitrogen and COD from Wastewater. Chinese Journal of Environmental Engineering. https://doi.org/10.12030/j.cjee.202512066
SinoGreenTech Academic & Legal Disclaimer

Research & Educational Purpose Only: The translations, structured abstracts, analytical annotations, and data reports provided by SinoGreenTechare intended exclusively for academic research, internal corporate R&D, and educational benchmarking. They do not constitute formal engineering, chemical safety, legal, or professional advice.

Copyright & Intellectual Property Notice: Original copyright of the underlying source articles and experimental data remains with the respective authors, institutions, and original publishing journals. SinoGreenTech claims intellectual property only over its proprietary translations, analytical syntheses, and AEO structured enhancements in accordance with international fair use and academic citation principles.

Frequently Asked Questions

What is the failure mechanism of N-RuO2 under accelerated lifetime testing, and how does it compare to commercial anodes?

Under accelerated lifetime testing (1 A·cm−2 in 1 mol·L−1 H2SO4), N-RuO2 exhibited a 2.9-fold longer lifetime than Com-RuO2, indicating superior resistance to deactivation. The nanorod structure likely mitigates mechanical stress and promotes bubble detachment, reducing coating delamination and corrosion.

How does the initial chloride ion concentration affect the energy consumption and removal efficiency for NH4+-N and COD?

Increasing chloride ion concentration enhances the generation of active chlorine, thereby improving removal rates of both NH4+-N and COD while reducing energy consumption. For instance, in the presence of Cl−, removal rates increased and energy consumption decreased compared to Cl−-free conditions, where only direct electro-oxidation occurred.

What is the cost parity of N-RuO2 compared to commercial DSA or RuO2 electrodes for industrial-scale application?

Although the synthesis of N-RuO2 involves a simple calcination method using RuCl3·3H2O and NH4Cl, the raw material cost is comparable to commercial RuO2. The enhanced performance—higher Faradaic efficiency (25.6% improvement) and lower energy consumption (17.7 Wh·g−1 savings for NH4+-N)—can offset initial costs over time, making it economically viable for large-scale wastewater treatment.

How does pH influence the selectivity between NH4+-N and COD removal, and what are the optimal conditions?

Alkaline conditions (pH > 7) favor NH4+-N removal because free chlorine exists predominantly as ClO−, which reacts faster with NH4+-N. Neutral conditions (pH ~7) are optimal for COD removal, likely due to the presence of HClO, a stronger oxidant for organic compounds. This pH-dependent selectivity allows process optimization based on target pollutant.

What is the scalability of the N-RuO2 electrode fabrication method for industrial production?

The fabrication method is simple and scalable: it involves dissolving RuCl3·3H2O and NH4Cl in ethanol, drying, calcining at 500°C, and coating onto titanium substrates. This avoids high-pressure hydrothermal steps, reducing energy and equipment costs, and can be easily adapted to large-area electrodes for industrial reactors.

Related Chinese Research & Cross-Citations

Research Citation2026
Analysis of National and Local Policies for Medical Waste Treatment and Disposal in China

Analysis of National and Local Policies for Medical Waste Treatment and Disposal in China

The escalating generation of medical waste, driven by healthcare expansion and frequent medical activities, poses significant environmental and public health risks. Under the framework of ecological civilization, China is developing a comprehensive policy system for medical waste treatment and disposal, yet the current framework remains nascent and exhibits inconsistencies between national and local policies. This study systematically analyzes the status of national and local policies from 2003 to 2024, collecting 413 policy documents (166 from national ministries and 247 from provincial governments). The analysis examines temporal evolution, regional distribution, and policy focus, alongside the influence of medical waste output, treatment technologies, facility infrastructure, and major epidemic responses. Findings reveal distinct policy phases: initial self-disposal, exploratory management, foundational system building, and rapid development. Regional disparities are pronounced, with eastern coastal areas showing more advanced policies due to greater technical and financial resources. The surge in medical waste, particularly during the COVID-19 pandemic, underscores the need for enhanced regulatory guidance. Non-incineration technologies are gaining traction for their environmental and cost benefits, and facility coverage has improved but remains uneven. The study proposes five policy principles to foster technological innovation and industrial upgrading, ensuring safe medical waste management and environmental protection.

Examine Full Data & PDF
Research Citation2026
Kinetic Analysis and Simulation of Pollutant Removal in Sewage Networks

Kinetic Analysis and Simulation of Pollutant Removal in Sewage Networks

This study investigates pollutant removal characteristics and kinetic behaviors in sewage networks, and analyzes their impact on the carbon-to-nitrogen ratio (C/N, as COD/TN) of influent to wastewater treatment plants. Source water quality sampling at drainage outlets revealed spatial and temporal variations in C/N, with domestic sewage exhibiting higher C/N than industrial sewage, and diurnal peaks reaching 6.92 versus 4.71 during off-peak hours. Using a pilot-scale adjustable sewage network system in Kunshan, experiments were conducted under high (0.491 m·s−1) and low (0.089 m·s−1) flow velocities, monitoring pollutant removal over 144 hours. Pseudo-first-order kinetics were applied to model COD and TN removal. Results showed that COD (including SCOD and PCOD), BOD5, and SS achieved approximately 80% removal within 144 h, with higher removal at low flow velocity. TN, NH3-N, and TP exhibited lower overall removal rates. Kinetic fitting revealed that COD removal rate constants (kCOD) were significantly higher than those for TN (kTN), and both decreased with increasing flow velocity: at low velocity, kCOD=0.0167 h−1 and kTN=0.0029 h−1; at high velocity, kCOD=0.0127 h−1 and kTN=0.0020 h−1. Simulations based on actual source pollutant concentrations indicated that the time for C/N to drop to the denitrification critical value of 4.50 was 12.24 h at high velocity, but shortened to 9.49 h at low velocity. These findings demonstrate that increasing flow velocity effectively retards the decline of C/N. Therefore, regulating network flow velocity to reduce hydraulic retention time is a key strategy for maintaining adequate C/N at the terminal and ensuring denitrification efficiency in wastewater treatment plants.

Examine Full Data & PDF
Research Citation2026
Preparation of Trimetallic-Carbon Composite Catalysts and Their Application in Catalytic Ozonation of Industrial Wastewater

Preparation of Trimetallic-Carbon Composite Catalysts and Their Application in Catalytic Ozonation of Industrial Wastewater

Advanced oxidation processes (AOPs) are promising for degrading organic pollutants in water treatment. Heterogeneous catalytic ozonation (HCO) has gained attention due to its high oxidation efficiency, strong interference resistance, and low secondary pollution. In this study, a series of trimetallic-carbon composite ozone catalysts were prepared via an organic precursor calcination method using γ-Al2O3 as support. This method enhanced catalytic activity and mechanical strength while overcoming the limitations of carbon materials (low mechanical strength) and metal-based materials (poor mass transfer). The optimized catalyst, CA-FeCoCu, comprising Fe, Co, Cu, carbon, and alumina, exhibited excellent performance in phenol degradation and real industrial wastewater treatment. Characterization revealed that the synergistic effect of trimetals and the introduction of multiple carbon types increased specific surface area and hydroxyl radical (·OH) generation. In a pilot-scale fixed-bed reactor, the CA-FeCoCu/O3 system reduced COD from 120 mg·L−1 to below 40 mg·L−1, with an O3 consumption ratio (O/C) of less than 1, effectively lowering operational costs. This work provides a new strategy for developing efficient and stable heterogeneous O3 catalysts and offers a reference for the practical application of HCO in industrial wastewater treatment.

Examine Full Data & PDF
Research Citation2026
Differentiated Characteristics of Suspended Particulate Matter and Their Effects on Water Quality in the Middle and East Routes of the South-to-North Water Diversion Project

Differentiated Characteristics of Suspended Particulate Matter and Their Effects on Water Quality in the Middle and East Routes of the South-to-North Water Diversion Project

This study investigates the spatiotemporal differentiation of suspended particulate matter (SPM) characteristics, sources, and their impacts on water quality between the Middle Route (closed artificial channel) and East Route (open natural water system) of the South-to-North Water Diversion Project. Thirty sampling sites (13 on the Middle Route, 17 on the East Route) were established, and samples were collected during dry and wet seasons. Water quality parameters and SPM characteristics were analyzed, including particle size distribution, total suspended solids (TSS), chlorophyll a, and stable carbon and nitrogen isotopes. Results show that the Middle Route maintains good and stable water quality, with SPM dominated by coarse particles (>63 μm, 61.43%–94.68%), total phosphorus (TP) <0.01 mg·L−1, and a significant positive correlation between chlorophyll a and coarse particles (r=0.60), indicating algal aggregation dominates particle formation. In contrast, the East Route exhibits high and fluctuating nitrogen and phosphorus concentrations, with SPM dominated by fine particles (<20 μm, 51.26%–88.61%), TP ranging from 0.03 to 1.11 mg·L−1, and a positive correlation with fine particles, suggesting significant external inputs. Carbon and nitrogen isotope analysis reveals that Middle Route SPM primarily originates from autochthonous algae (contribution >46.75%), while East Route SPM is influenced by both terrestrial C3 plants and algae. The distinct engineering and management approaches of the two routes lead to significant differences in SPM characteristics and sources, thereby affecting water quality dynamics. The Middle Route requires an 'algal reduction and hydrodynamic optimization' strategy to control algal-derived coarse particle deposition, whereas the East Route benefits from 'retention-sedimentation and wetland purification' to reduce external fine particles and pollutant inputs. This research provides theoretical support and practical guidance for differentiated SPM management in long-distance water diversion systems.

Examine Full Data & PDF
Research Citation2026
Combined Ozone Micro-Nano Bubble Oxidation and Powdered Activated Carbon Adsorption for Removal of Taste and Odor Compounds from Drinking Water

Combined Ozone Micro-Nano Bubble Oxidation and Powdered Activated Carbon Adsorption for Removal of Taste and Odor Compounds from Drinking Water

Algal-derived taste and odor compounds (2-methylisoborneol, 2-MIB, and geosmin, GSM) in drinking water sources are poorly removed by conventional treatment. This study systematically evaluated the standalone and combined performance of ozone micro-nano bubbles (O3-MNBs) oxidation and powdered activated carbon (PAC) adsorption for removing 2-MIB, GSM, and algal cells from source water. Results showed that O3-MNBs pre-oxidation achieved >97.5% removal of odorants at 400 ng·L−1 and 67.2% algal cell removal within 30 min. When applied as a deep treatment stage, the degradation rate constant (k) was 10.1%–25.6% higher than in pre-oxidation due to lower background matrix interference. Both pre-oxidation and deep treatment reduced effluent concentrations of 2-MIB and GSM to below 10 ng·L−1, with oxidation kinetics fitting pseudo-first-order models (R²>0.95). PAC adsorption of both compounds followed pseudo-second-order kinetics (R²>0.99), with GSM equilibrium adsorption capacity approximately 20.0% higher than that of 2-MIB. In pure water, adsorption capacity increased by >10.0% compared to raw water. Based on kinetic models, a quantitative prediction method was established for O3-MNBs oxidation and PAC adsorption processes, aiming to achieve efficient odorant removal and cost optimization, providing theoretical support for advanced drinking water purification and smart water plant construction.

Examine Full Data & PDF
Research Citation2026
Pulsed Electric Field Enhancement of Nitrogen Removal Performance and Microbial Community Structure Response in Anammox Granular Sludge

Pulsed Electric Field Enhancement of Nitrogen Removal Performance and Microbial Community Structure Response in Anammox Granular Sludge

This study investigated the effects of a ring-shaped pulsed electric field (PEF) (1.5 V, 4 h on-time per cycle) on nitrogen removal performance and microbial community structure of anammox granular sludge (AnGS). Two anaerobic sequencing batch reactors (R1 control, R2 with PEF) were operated under stepwise increasing nitrogen loading rates (NLR). At NLR below 1,155 mg·(L·d)−1, R2 exhibited total nitrogen removal efficiency (TRE) 7.5%–17.0% higher than R1, with biomass, specific anammox activity (SAA), and extracellular polymeric substances (EPS) increased by 5%–7%, 21%–71%, and 54%–77%, respectively. However, at NLR above 1,320 mg·(L·d)−1, the toxic effect of nitrite dominated, and PEF enhancement diminished or even reversed to inhibition. Microbial community analysis revealed that at low-to-moderate NLR, PEF increased the relative abundance of Planctomycetes and key anammox bacteria (Candidatus Brocadia and Candidatus Jettenia), along with enhanced community richness (Chao1) and diversity (Shannon/Simpson indices). At high NLR, PEF decreased microbial richness compared to R1. Principal component analysis and redundancy analysis indicated that PEF was the key factor driving community differences at low-to-moderate NLR, whereas nitrite concentration became the dominant factor at high NLR. This study provides theoretical support for enhancing the resilience and engineering application of anammox processes.

Examine Full Data & PDF