Sludge ozonation is a promising technology for dealing with the increasing challenge of excess sludge treatment and disposal. However, nitrogen behavior during sludge ozonation and subsequent biological removal remains unclear. To clarify the feasibility and stability of oxidizing organic nitrogen (released during sludge ozonation) in the bioreactor (but not during ozonation), and the best operational conditions for sludge ozonation, nitrogen behavior was investigated by a long-term observation. The results showed that when inlet ozone concentration increased from 30 to 80 mg O3/L, and ozonation time decreased from 29 to 11 h, less soluble organic nitrogen was oxidized to ammonia (from 66.1 to 18.7% of soluble total nitrogen). This can reduce the operational costs of sludge ozonation. Furthermore, it is feasible to convert organic nitrogen to nitrate by biological processes because full nitrification was restored in three weeks after shock loading of organic nitrogen owing to the change in ozonation conditions. After combining sludge ozonation with the anaerobic/oxic process, the mass balance for nitrogen showed that nitrogen in the excess sludge decreased with increasing sludge reduction rate. The decreased nitrogen in the excess sludge was mainly transformed to nitrogen gas by denitrification, whereas nitrogen in the effluent did not increase noticeably.

Download full-text PDF

Source
http://dx.doi.org/10.2166/wst.2014.219DOI Listing

Publication Analysis

Top Keywords

sludge ozonation
28
organic nitrogen
16
nitrogen
13
nitrogen behavior
12
excess sludge
12
sludge
11
ozonation
10
behavior sludge
8
long-term observation
8
nitrogen excess
8

Similar Publications

Recent advances in electrochemical sensing and remediation technologies for ciprofloxacin.

Environ Sci Pollut Res Int

January 2025

Department of Instrumentation and Control Engineering, Manipal Institute of Technology, Manipal Academy of Higher Education, Manipal, Karnataka, India.

Ciprofloxacin (CIP) is an extensively used broad-spectrum, fluoroquinolone antibiotic used for treating diverse bacterial infections. Effluent treatment plants (ETPs) worldwide lack technologies to detect or remediate antibiotics. CIP reaches the aquatic phase primarily due to inappropriate disposal practices, lack of point-of-use sensing, and preloaded activated charcoal filter at ETPs.

View Article and Find Full Text PDF

Micro-polluted surface waters (MPSWs) draw increased concern for environmental protection. However, traditional treatment methods such as activated sludge, ozone activated carbon, and membrane filtration suffer from high cost and susceptibility to secondary pollution and are rarely used to address MPSWs. Herein, a new stepped combined constructed wetland planted with without additional inputs was developed.

View Article and Find Full Text PDF

This work focused on the transformation behavior of the emerging beaytlmethodeyammonium chbride (BAC-12) disinfectant existed in the treatment of medical sewage during its disinfection treatment. The degradation ability of ozone (O) to BAC-12 was the best, followed by UV/NaOCl, UV, and NaOCl. The enhancement of BAC-12 in UV/NaOCl system is caused by the combined effect of UV photolysis, reactive chlorine species (RCS), and •OH.

View Article and Find Full Text PDF

Hybrid modelling framework for ozonation and biological activated carbon in tertiary wastewater treatment.

Water Sci Technol

December 2024

Department of Civil Engineering, New Engineering Building, University of Cape Town, Rondebosch, 7701, Cape Town, South Africa; Future Water Institute, University of Cape Town, Rondebosch, 7700, Cape Town, South Africa.

Despite water being a significant output of water and resource recovery facilities (WRRFs), tertiary wastewater treatment processes are often underrepresented in integrated WRRF models. This study critically reviews the approaches used in comprehensive models for ozone (O) and biological activated carbon (BAC) operation units for wastewater tertiary treatment systems. The current models are characterised by limitations in the mechanisms that describe O disinfection and disinfection by-product formation, and BAC adsorption in multi-component solutes.

View Article and Find Full Text PDF

Differential inhibition of tire wear particles on sludge dewatering by aging modes.

J Hazard Mater

December 2024

School of Environmental Science and Engineering, Nanjing University of Information Science and Technology, Nanjing 210044, China; Jiangsu Key Laboratory of Atmospheric Environment Monitoring and Pollution Control, Jiangsu Collaborative Innovation Center of Atmospheric Environment and Equipment Technology, Nanjing 210044, China.

Article Synopsis
  • The study evaluated the toxic effects of tire wear particles (TWPs) on activated sludge, comparing different aged versions (cryogenic, photo-aging, ozone, and Fenton aging) over a 96-hour period.
  • At low concentrations (0.1 mg/L), TWPs didn't significantly affect sludge, but at higher levels (50 mg/L), they disrupted respiration, decontamination, and microbial community structure, with aged TWPs causing more severe damage.
  • The findings highlighted that aged TWPs induced necrosis through reactive oxygen species, while cryogenically ground TWPs caused apoptosis; both types negatively impacted sludge dewatering and showed strong correlations between sludge filtration resistance, protein levels, and cell death.
View Article and Find Full Text PDF

Want AI Summaries of new PubMed Abstracts delivered to your In-box?

Enter search terms and have AI summaries delivered each week - change queries or unsubscribe any time!