A special structure of combined sewer overflow tanks is the inline storage sewer with downstream discharge (SKU). This layout has the advantage that besides the sewer system, no other structures are required for storm water treatment. Consequently only very little space is required and compared to combined sewer overflow tanks, there is an enormous potential in reducing costs during construction. To investigate the efficiency of an inline storage sewer, a monitoring station was established in Dortmund-Scharnhorst, Germany. The monitoring station was in operation for a period of 2.5 years. Within this period water samples were taken during a total of 20 discharge events. Besides the complete hydraulic data collection, seven water samplers took more than 5,000 water samples during dry and wet weather. This adds up to a total of more than 20,000 individual lab analyses. The average of the total efficiency for the SKU-West is 86%. 29% of this efficiency can be attributed to the throttle flow. The remaining 57% can be divided into a part of 48% that can be attributed to the process storage and 9% that can be attributed to sedimentation and erosion process.
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Research Article|
December 01 2004
Monitoring in inline storage sewers for stormwater treatment to determine efficiencies Available to Purchase
T. Frehmann;
*Emschergenossenschaft/Lippeverband, Kronprinzenstr. 24, 45128 Essen, Germany
E-mail: [email protected]
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T. Mietzel;
T. Mietzel
**University of Duisburg-Essen, Urban Water Management, Universitaetsstr. 15, 45141 Essen, Germany
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R. Kutzner;
R. Kutzner
**University of Duisburg-Essen, Urban Water Management, Universitaetsstr. 15, 45141 Essen, Germany
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B. Spengler;
B. Spengler
*Emschergenossenschaft/Lippeverband, Kronprinzenstr. 24, 45128 Essen, Germany
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W.F. Geiger
W.F. Geiger
**University of Duisburg-Essen, Urban Water Management, Universitaetsstr. 15, 45141 Essen, Germany
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Water Sci Technol (2004) 50 (11): 89–96.
Citation
T. Frehmann, T. Mietzel, R. Kutzner, B. Spengler, W.F. Geiger; Monitoring in inline storage sewers for stormwater treatment to determine efficiencies. Water Sci Technol 1 December 2004; 50 (11): 89–96. doi: https://doi.org/10.2166/wst.2004.0675
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