AWWA ACE68623 PDF

AWWA ACE68623 PDF

Name:
AWWA ACE68623 PDF

Published Date:
11/01/2008

Status:
Active

Description:

The Formation of Halonitromethanes in Wastewater Treatment Plant Effluents

Publisher:
American Water Works Association

Document status:
Active

Format:
Electronic (PDF)

Delivery time:
10 minutes

Delivery time (for Russian version):
200 business days

SKU:

Choose Document Language:
$7.2
Need Help?
The objectives of this work were to investigate the formation of Halonitromethanes (HNMs) at wastewater treatment plant effluents under different disinfection conditions, to study the effect of ultraviolet light (UV) disinfection in wastewater treatment facilities on HNM formation potentials, and to quantify the actual occurrence of HNMs at the effluents of selected wastewater treatment plants. The results showed that among the five disinfection scenarios tested, HNM yields per DOC were in the order of ozonation-chlorination >>> ozonation-chloramination > chlorination > chloramination > ozonation. Pre-ozonation prior to chlorination and chloramination significantly increased HNM formation, while ozonation alone did not produce any HNMs. Therefore, HNM formation is expected to be problematic mainly in treatment plants using ozonation followed by chlorination. The use of chloramines after ozonation significantly decreased HNM formation compared to using chlorine after ozonation. Chloramination produced the least amount of HNMs of all the disinfection scenarios tested. Despite some of its disadvantages (e.g. weak disinfectant, nitrification problems in distribution systems), it appears that chloramination produces significantly lower amounts of HNMs as well as regulated trihalomethanes and haloacetic acids than chlorination. The typical UV disinfection conditions in full-scale municipal wastewater treatment plants (WWTPs) using low pressure lamps did not change the HNM formation potential (compared to the same water prior to UV disinfection) in wastewater effluents. Also, actual HNM concentrations at the effluents of full-scale WWTPs using chlorine disinfection were below 2 µg/L, while no HNM formation was observed at the effluents of WWTPs using UV disinfection. It appears that at the typical disinfectant doses and detention times of wastewater disinfection processes, trace amounts of HNMs will form. However, WWTPs still release HNMs (and other DBP) precursors, as observed with the formation potential tests, to downstream users. Includes 10 references, table, figures.
Edition : Vol. - No.
File Size : 1 file , 1.2 MB
Note : This product is unavailable in Ukraine, Russia, Belarus
Number of Pages : 9
Published : 11/01/2008

History


Related products

AWWA ACE68983
Published Date: 11/01/2008
Evaluation of On-Site Water Resources for the Redevelopment of South Weymouth Naval Air Station
$7.2
AWWA ACE69112
Published Date: 11/01/2008
WaterWiser Confidential: Creating, Developing, and Maintaining Web-Based Conservation Resources
$7.2
AWWA ACE69059
Published Date: 11/01/2008
Cost-Effectiveness of Arsenic Adsorbents
$7.2
AWWA ACE69012
Published Date: 11/01/2008
Application of a MIEX Reactor Model to Evaluate DOC Removal
$7.2

Best-Selling Products

Software Engineering Classics
Published Date: 11/01/1998