combined sewage overflow
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2013 ◽  
Vol 2013 (12) ◽  
pp. 4700-4704
Author(s):  
Wes Sydnor ◽  
Timothy Kraus ◽  
Paula Glasford

2010 ◽  
Vol 135 (8) ◽  
pp. 611-620 ◽  
Author(s):  
L. F. Chaves ◽  
C. L. Keogh ◽  
A. M. Nguyen ◽  
G. M. Decker ◽  
G. M. Vazquez-Prokopec ◽  
...  

2009 ◽  
Vol 46 (2) ◽  
pp. 220-226 ◽  
Author(s):  
Luis Fernando Chaves ◽  
Carolyn L. Keogh ◽  
Gonzalo M. Vazquez-Prokopec ◽  
Uriel D. Kitron

2009 ◽  
Author(s):  
Cao Liqun ◽  
Wang Jianzhong ◽  
Lu Renquan ◽  
Theodore E. Simos ◽  
George Psihoyios ◽  
...  

2009 ◽  
Vol 2009 (1) ◽  
pp. 884-884
Author(s):  
Cui Xiaofei ◽  
Jeffrey W. Talley ◽  
Steven L. Larson ◽  
Guojing Liu

2007 ◽  
Vol 8 (1-2) ◽  
pp. 173-180 ◽  
Author(s):  
Hideaki Maki ◽  
Hiroyuki Sekiguchi ◽  
Takehiko Hiwatari ◽  
Hiroshi Koshikawa ◽  
Kunio Kohata ◽  
...  

2006 ◽  
Vol 54 (3) ◽  
pp. 95-99 ◽  
Author(s):  
A. Rechenburg ◽  
Ch. Koch ◽  
Th. Claßen ◽  
Th. Kistemann

In a small river catchment, microbiological quality of different sewage treatment plants under regular conditions and in case of heavy rainfall, when combined sewage overflow basins (CSOs) are activated, was examined regarding microbial indicators and pathogens. In the watercourse, no self-cleaning effects could be observed. Small compact treatment plants discharge treated wastewater with a poor microbiological quality compared to river water quality and the quality of treated wastewater of larger plants. During storm water events, concentrations of microorganisms downstream of sewer overflows were approximately two logs higher than during dry weather conditions. Concentrations of parasites decreased slowly during the overflow, in parallel to filterable matter and particle-bound substances. The annual load of microorganisms originating from CSOs significantly exceeds the load from treated effluent of the sewage plants. Thus, an improved hygienic quality of the water course could be achieved by preventing overflows and by enhancing sewage treatment plants.


2005 ◽  
Vol 51 (9) ◽  
pp. 23-30 ◽  
Author(s):  
M. Uhl ◽  
U. Dittmer

Vertical flow treatment wetlands have been developed as very useful tools for treatment of combined sewage overflow. Several systems have been in operation for over 15 years. Based on recent research work, new technical guidelines now recommend systems with a drained filter of sand 0/2 mm and a throttled outflow. COD, NH4-N and SS removal rates of 85–99% can be expected from this type of filter. SS loadings that are too high and very long or frequent inundation affect the performance adversely. Information for successful long-term operation were derived from various existing plants.


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