Combined sewer systems are designed to transport stormwater surface run off in addition to the dry weather flows up to defined limits. In most European countries, hydraulic loads greater than the design flow are discharged directly into receiving water bodies, with minimal treatment (screening, sedimentation), or with no treatment at all. One feasible solution to prevent receiving waters from strong negative impacts seems to be the application of vertical flow constructed wetlands. In Germany, first attempts to use this ecological technology were recognized in early 1990s. Since then, further development continued until a high level of treatment performance was reached. During recent years the national state-of-the-artZ (defined in 2005) was adapted in other European countries, including France and Italy. Against the background of differing national requirements in combined sewer system design, substantial developmental steps were taken. The use of coarser filter media in combination with alternating loadings of separated filter beds allows direct feedings with untreated combined runoff. Permanent water storage in deep layers of the wetland improves the systems robustness against extended dry periods, but contains operational risks. Besides similar functions (but different designs and layouts), correct dimensioning of all approaches suffers from uncertainties in long-term rainfall predictions as well as inside sewer system simulation tools.
%0 Journal Article
%1 Meyer.2013
%A Meyer, Daniel
%A Molle, Pascal
%A Esser, Dirk
%A Troesch, Stéphane
%A Masi, Fabio
%A Dittmer, Ulrich
%D 2013
%J Water
%K (CSO);Constructed Combined Comparison;Layout;Simulation Overflow Sewer Wetlands;Design;International dittmer iswa lsww
%N 1
%P 1--12
%R 10.3390/w5010001
%T Constructed wetlands for combined sewer overflow treatment---comparison of German, French and Italian approaches
%V 5
%X Combined sewer systems are designed to transport stormwater surface run off in addition to the dry weather flows up to defined limits. In most European countries, hydraulic loads greater than the design flow are discharged directly into receiving water bodies, with minimal treatment (screening, sedimentation), or with no treatment at all. One feasible solution to prevent receiving waters from strong negative impacts seems to be the application of vertical flow constructed wetlands. In Germany, first attempts to use this ecological technology were recognized in early 1990s. Since then, further development continued until a high level of treatment performance was reached. During recent years the national state-of-the-artZ (defined in 2005) was adapted in other European countries, including France and Italy. Against the background of differing national requirements in combined sewer system design, substantial developmental steps were taken. The use of coarser filter media in combination with alternating loadings of separated filter beds allows direct feedings with untreated combined runoff. Permanent water storage in deep layers of the wetland improves the systems robustness against extended dry periods, but contains operational risks. Besides similar functions (but different designs and layouts), correct dimensioning of all approaches suffers from uncertainties in long-term rainfall predictions as well as inside sewer system simulation tools.
@article{Meyer.2013,
abstract = {Combined sewer systems are designed to transport stormwater surface run off in addition to the dry weather flows up to defined limits. In most European countries, hydraulic loads greater than the design flow are discharged directly into receiving water bodies, with minimal treatment (screening, sedimentation), or with no treatment at all. One feasible solution to prevent receiving waters from strong negative impacts seems to be the application of vertical flow constructed wetlands. In Germany, first attempts to use this ecological technology were recognized in early 1990s. Since then, further development continued until a high level of treatment performance was reached. During recent years the national state-of-the-art{\v{Z}} (defined in 2005) was adapted in other European countries, including France and Italy. Against the background of differing national requirements in combined sewer system design, substantial developmental steps were taken. The use of coarser filter media in combination with alternating loadings of separated filter beds allows direct feedings with untreated combined runoff. Permanent water storage in deep layers of the wetland improves the systems robustness against extended dry periods, but contains operational risks. Besides similar functions (but different designs and layouts), correct dimensioning of all approaches suffers from uncertainties in long-term rainfall predictions as well as inside sewer system simulation tools.},
added-at = {2018-10-13T10:52:23.000+0200},
author = {Meyer, Daniel and Molle, Pascal and Esser, Dirk and Troesch, St{\'e}phane and Masi, Fabio and Dittmer, Ulrich},
biburl = {https://puma.ub.uni-stuttgart.de/bibtex/25aa680d60fb90727e49fbf06c6b3fa9d/dhahn},
doi = {10.3390/w5010001},
interhash = {376e9c94f453896e768fd1d704a784bb},
intrahash = {5aa680d60fb90727e49fbf06c6b3fa9d},
issn = {2073-4441},
journal = {Water},
keywords = {(CSO);Constructed Combined Comparison;Layout;Simulation Overflow Sewer Wetlands;Design;International dittmer iswa lsww},
number = 1,
pages = {1--12},
timestamp = {2018-10-13T08:54:53.000+0200},
title = {Constructed wetlands for combined sewer overflow treatment---comparison of German, French and Italian approaches},
urldate = {16.02.2015},
volume = 5,
year = 2013
}
