Stormwater impact guidelines for dissolved oxygen (DO) were applied to the Berlin River Spree, which (a) receives the effluents of more than 100 combined sewer discharge points and (b) is subject to significant anthropogenic background pollution. Discrimination of DO depressions, which are the direct result of combined sewer overflows (CSO) from DO depressions which are not related to CSO was achieved by combining stormwater impact guidelines with the analysis of data for: (i) rain events before critical DO depressions, (ii) water temperature (T) and conductivity as indicators for CSO impact in the river and (iii) T and DO before critical DO depressions to assess the effect of background pollution. Results indicate that the River Spree is in a critical state regarding DO for two main reasons: (a) upstream of the stretch with CSO discharge points because of background pollution and (b) downstream of the stretch because of CSO. Highly critical situations with DO < 2 mg L-1 only occurred under CSO influence. Nevertheless, the analysis underlines the importance of measures to reduce both CSO and background pollution in urban rivers.

When mapping out strategies for an integrated water resource management in urban areas the precipitation-conditioned influences on the quality of waters available as resource are considered in an increasing manner. Amongst water discharges from urban areas, combined sewer overflows (CSO) represent a particular impact on waters due to their dynamic character. To assess CSO impacts, especially for an integrated modelling of sewer system and surface waters, quantity and quality data from the interface combined sewer overflow is needed. A monitoring concept for CSOs in Berlin was developed in the context of the project Monitor-1 by the KompetenzZentrum Wasser Berlin. In 2009, this concept will be realised in cooperation with the Berlin water authority and the utility Berliner Wasserbetriebe. When planning and preparing a monitoring an important aspect is, adjacent from the evaluation of possible locations, the selection of suitable measuring techniques. For this, extensive tests of different online measurement techniques from reputed manufacturers were accomplished at a test facility at the TU Berlin. Apart from questions such as accuracy, response behaviour at suddenly arising load peaks or dilutions and available measuring intervals, particularly aspects of calibration, cleaning and management of the sensors were evaluated. The influence of the calibration was especially examined with the ion-selective sensors (ISE). The question was pursued, how the sensors must be calibrated to offer the greatest possible accuracy for the generally very low concentrations in surface waters and the occurrence of a sudden and precipitous rise of concentration in the case of the start of the CSO. Ammonium and nitrate were also supplemented with chemicals besides the stockpiling with waste water. An important finding was that generally all sensors are applicable for the measurement task.

With increased computer performance and data-processing functionalities, there has been a tendency in the last few years to apply detailed hydrodynamic sewer modelling for long-term simulations, with long time series of rainfall. Although this is now fairly realistic for small networks, there is still a clear limit as to what can be done in the case of running bigger models for a long time, which need a lot more computational effort. Therefore, the idea has grown to investigate the possibilities of hybrid sewer modelling, a combination of conceptual and mechanistic modelling approaches to combine the advantages of both models, the speed of conceptual models and the accuracy of mechanistic models. Suggestions for hybrid model simplifications are presented in this paper within their application for two case studies.

The study “Trace pollutants in combined sewer overflows” provides an overview on the input of trace substances (organic or inorganic trace substances) to surface waters during combined sewer overflows (CSO). The study outlines substance pathways, types of substances, expected loads as well as possible impacts on the receiving water. The study shall aid the discussion and further handling of trace substances within the project Monitor-1, which is currently carried out at the Berlin Centre of Competence for Water (KWB). The study has identified more than 300 substances, which could reach the Berlin surface water bodies via CSO. Moreover, it is assumed that there is a large number of substances and metabolites, which are still unknown. Sewage-related substances in combined sewers can stem from: household products (e.g. surfactants from cleaning agents), leaching (e.g. amines from textile colours or Bisphenol A from plastic coatings), wash-off of cosmetic products (e.g. Benzophenone-3 from sunblocks) or health lotions, excretion of ingested products (e.g. the pain killer Diclofenac). Stormwater-related substances in combined sewers can stem from abrasion from car and railway traffic (e.g. cadmium from break lining abrasion), erosion of building materials (e.g. copper from eaves gutters), application (e.g. glyphosate for weed control on pavements) or atmospheric deposition (e.g. polychlorinated dibenzofurans from exhaust fumes). In the framework of this study available substance data was assembled, containing: general information like synonyms and CAS-No., chemical properties, elimination rate in wastewater treatment plant (WWTP), observed concentrations in surface waters and toxicity. A complete list of the substances as well as selected substance properties is attached in table A6 (Appendix). Some of these substances can be used as tracers to distinguish different pollution pathways to surface waters. Suitable indicators should enter surface waters mainly via one pathway, their half-life in surface waters should be sufficiently long, concentrations should show no seasonal fluctuations and they should be well-measurable. For instance, caffeine is a good indicator for inflows of untreated sewage via CSO, as it is very well degraded in WWTP. As an indicator for treated sewage the almost nondegradable anti-epileptic Carbamazepine could be used. Finally, polycyclic aromatic hydrocarbons (PAH) could be used as indicator for stormwater-related pollution. In road traffic, PAHs result from incomplete combustion processes, adsorb on atmospheric particles, deposit on the surface and are washed off by rainfall runoff. In this study the relevance of the path “CSO” for trace substance emissions from the Berlin wastewater system in comparison to the other paths (storm drainage and WWTP) was assessed. Therefore, a simple balance of the fraction of CSO in total emissions to the Berlin surface waters was carried out. The balance was based on the annual volumes of WWTP effluents, storm drainage and CSO. Due to a lack in substancespecific measurement information the balance was calculated dependent on the elimination rate of substances in WWTPs. Based on the resulting figures A, B, C, D and E the fraction of CSO in total loads to the Berlin surface waters can be assessed for each substance with known elimination rate in WWTPs. In the study we distinguished between: (i) sewage related substances / stormwater related substances, (ii) balance area „Berlin total“ (5 WWTPs with 622,000 m³/d, 97 km2 combined sewer system, 231 km2 storm drainage system) / balance area „Berlin city centre“ (60% of the WWTP Münchehofe with 39,000 m³/d, 83 km2 combined sewer system, 112 km2 storm drainage system) and (iii) total annual loads / event based loads.

The application of hydrodynamic sewer modelling allows for detailed description of complex hydraulic situations. However, for large systems long-term calculations with hydrodynamic models still require high computation times. This paper shows a possibility to overcome this problem by using a hybrid sewer model, which is a conjunction of conceptual and mechanistic modelling approaches to combine the calculating speed of conceptual models and the accuracy of mechanistic models in one model. The implementation of a hybrid sewer model was performed and tested in two case studies, in Berlin (Germany) for 6 representative catchments and in Herent (Flanders, Belgium) for one sewer system, using the hydrodynamic modelling software InfoWorks CS. Besides the motivation of the case studies on the sewer systems in Berlin and Herent this paper presents the methodologies developed for a hybrid simplification of the sewer network model, considering the calibration of the simplified network as well as the evaluation of the simplification performance. The use of a hybrid model for both case studies is then evaluated and the transferability of the methodologies is discussed.