In the city of Berlin regular combined sewer overflows (CSO) lead to acute stress of aquatic organisms in the receiving River Spree and its side channels. Of most concern are oxygen depressions, following the inflow of degradable organic matter via ~180 CSO outlets, along a river stretch of 16 km. For the assessment of the severity of these oxygen depressions, an existing impact-based approach suggested by Lammersen (1997) was combined with information on the local fish fauna. Application of this locally adapted assessment method to seven years of oxygen measurements at a CSO hotspot in the river yielded an annual average of 14 periods with suboptimal conditions for which adverse effects on the fish fauna are expected and 20 periods with critical conditions for which acute fish kills are possible. Further investigation on rain and sewer management data proved that such critical conditions only occurred as a direct result of CSO events, whereas suboptimal conditions are also possible at dry weather and may last up to 32 days (Riechel et al. 2010).

Combined sewer overflows can lead to acute, critical conditions for aquatic organisms in receiving surface waters (Borchardt et al. 2007; FWR 1998; Harremoes et al. 1996; Krejci et al. 2004; Lammersen 1997). Based on the river type of the River Spree, CSO impacts of possible concern were identified to be high ammonia (NH3) and low dissolved oxygen concentrations (DO) (Senatsverwaltung für Stadtentwicklung 2001; Leszinski et al. 2007). For DO, existing continuous measurements from the River Spree from 2000 to 2007 were assessed in detail in the KWB report by Riechel (2009). However, Riechel (2009) neglected NH3 toxicity assessment, since no continuous NH3 measurements were available. The present report aims at filling this gap by estimating the potential for toxic NH3 concentrations in the River Spree with recent data. Based on stormwater impact guidelines for ammonia, critical total ammonium concentrations ([NH4,tot] = [NH4+] + [NH3]) were calculated and compared to continuous NH4,tot measurements in the Berlin River Spree. NH4,tot was measured i) at a heavily CSO impacted river stretch (year 2011) and ii) at a monitoring station several kilometres downstream of the combined sewer area (years 2010 and 2011). The analysis led to the following results: (i) Two years of continuous NH4,tot measurements showed clear increases in NH4,tot due to CSO but no occurrence of critical toxicity levels for cyprinid fish, according to Lammersen (1997) (ii) Maximal observed concentration of ~1.3 mg-N-NH4,tot l-1 was ~5 times smaller than the lowest existing threshold, which would need to be exceeded for 24 h to be considered as critical. The observed maximal concentration peak had a duration of only 3 h. The threshold, corresponding to the 3 h-duration would be even ~8 times higher than the observed ~1.3 mg-N-NH4,tot l-1. (iii) Ammonia toxicity would only be possible if maximal NH4,tot occurred during highest sensitivity of the river due to very high pH > 9. However, it was observed that pH drops significantly during CSO impacts due to low pH in rain water, which makes pH > 9 during CSO very unlikely. Given the results, the risk for ammonia toxicity due to CSO is judged as very low, particularly in comparison with regular problematic DO conditions after CSO events in summer.

During its passage through the City of Berlin (Germany), the quality of the River Spree is strongly influenced by combined sewer overflows (CSO), which lead to critical oxygen concentrations (DO) every year and to occasional larger fish kills. A continuous integrated monitoring concept, using state-of-the-art online sensors, was planned and started in spring 2010. It combines (i) continuous measurements of the quality and flow rates of CSO at one main CSO outlet downstream of the overflow structure and (ii) continuous measurements of water quality parameters at five sites within the urban stretch of the receiving River Spree. The first monitoring results show that continuous water quality measurements in CSO outlets and at downstream river stations are possible at high accuracy, even for comparably complex parameters such as chemical oygen demand (COD). Analysis of measured data confirms the significance of CSO discharges on receiving waters and underlines the value of continuous measurements in describing the local dynamics of the CSO and their impacts on water bodies.

To gain better understanding of the impact of combined sewer overflows (CSO) on the chemical and ecological status of lowland rivers and to evaluate the effect of CSO control measures a planning instrument for impact-based CSO management is being developed in Berlin, Germany. After completion the model-based planning instrument will be used by the Berlin water and wastewater utility and the water authority for scenario analysis of CSO management strategies. To adapt the planning instrument to their respective needs and to guarantee an efficient transfer of the results a specific project structure was established. Through direct participation in project management, technical and scientific work as well as demonstration the end-users can influence the development and provide technical input on local issues. First project results show the relevance of CSO impacts compared to the background condition of the Berlin river system and the need for additional measurements to provide data for model adaptation, calibration and validation.

The present study examines the contribution of combined sewer overflows (CSO) to loads and concentrations of trace contaminants in receiving surface water. A simple method to assess the ratio of CSO to wastewater treatment plant (WWTP) effluents was applied to the urban River Spree in Berlin, Germany. The assessment indicated that annual loads are dominated by CSO for substances with removal in WWTP above w95%. Moreover, it showed that substances with high removal in WWTP can lead to concentration peaks in the river during CSO events. The calculated results could be verified based on eight years of monitoring data from the River Spree, collected between 2000 and 2007. Substances that are well removed in WWTP such as NTA (nitrilotriacetic acid) were found to occur in significantly increased concentration during CSO, while the concentration of substances that are poorly removable in WWTP such as EDTA (ethylenediaminetetraacetic acid) decreased in CSO-influenced samples due to dilution effects. The overall results indicate the potential importance of the CSO pathway of well-removable sewage-based trace contaminants to rivers. In particular, high concentrations during CSO events may be relevant for aquatic organisms. Given the results, it is suggested to include well-removable, sewage-based trace contaminants, a substance group often neglected in the past, in future studies on urban rivers in case of combined sewer systems. The presented methodology is suggested for a first assessment, since it is based solely on urban drainage data, which is available in most cities.

The effect of combined sewer overflow (CSO) control measures should be validated during operation based on monitoring of CSO activity and subsequent comparison with (legal) requirements. However, most CSO monitoring programs have been started only recently and therefore no long-term data is available for reliable efficiency control. A method is proposed that focuses on rainfall data for evaluating the effectiveness of CSO control measures. It is applicable if a sufficient time-series of rainfall data and a limited set of data on CSO discharges are available. The method is demonstrated for four catchments of the Berlin combined sewer system. The analysis of the 2000-2007 data shows the effect of CSO control measures, such as activation of in-pipe storage capacities within the Berlin system. The catchment, where measures are fully implemented shows less than 40 % of the CSO activity of those catchments, where measures have not yet or not yet completely been realised.

The quality of the River Spree during its passage through the city of Berlin is mainly influenced by the discharge of treated effluent from waste water treatment plants and by combined sewer overflows (CSO). CSO are discharged diffusely and during short periods of time leading to acute impacts like oxygen depletion and locally increased ammonia concentration in the river. They are dominant stress factors to Berlin’s lowland River Spree and its biocenosis. In order to improve the water quality of the River Spree, measures limiting the emissions of CSO are envisaged such as utilization of in-pipe storage capacities, implementation of weirs for real-time control, construction of additional stormwater tanks. In order to build an efficient and immission oriented strategy with the different available solutions and to be able to cope with future challenges the Berlin Centre of Competence for Water (KWB), Berliner Wasserbetriebe, Veolia Water and the Berlin Senate of Environment are conducting two projects, the EU project PREPARED and the MIA-CSO project. An impact-based CSO management instrument is being developed with the aim to evaluate measures of CSO control. It consists in (i) a river water quality/ecosystem model that will be used to simulate water quality processes in the receiving water and (ii) a methodology to identify critical water quality situations occurring in the Spree River. For model adaptation, calibration and validation an integrated monitoring is conducted. The monitoring consists in (i) continuously measuring the quality and flow of CSO discharges at one representative network location and (ii) in parallel, continuously monitoring water quality parameters at 5 sites within the impacted stretch of the Spree River. The concept of the integrated monitoring, i.e. definition of monitoring sites as well as monitoring strategy and design will be presented during the M3 Workshop.

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.

Whilst the importance of integrated modelling of urban wastewater systems is ever increasing, there is still no concise procedure regarding how to carry out such modelling studies. After briefly discussing some earlier approaches, the guideline for integrated modelling developed by the Central European Simulation Research Group (HSG - Hochschulgruppe) is presented. This contribution suggests a six-step standardised procedure to integrated modelling. This commences with an analysis of the system and definition of objectives and criteria, covers selection of modelling approaches, analysis of data availability, calibration and validation and also includes the steps of scenario analysis and reporting. Recent research findings as well as experience gained from several application projects from Central Europe have been integrated in this guideline.

The sewer system of the city shows predominantly low gradients and partly high inline sewer capacities. A historically founded system of 63 pump stations is used for the delivery and distribution of combined water and wastewater from the collection systems via long force mains to six wwtps. Simultaneously, in case of rainfall events the pumps act as variable throttles on the outflow of the combined sewerage and activate the inline sewer capacities. High demands are formulated by the water authority to the emissions out of the waste water system into the sensible water bodies. Five of six wwtps of the city are situated in the surrounding area of Berlin. Due to the long distances between the pump stations in the inner city and the wwtps, the time until the dilution effect of the stormwater will be noticed at the inlet of the wwtp may last several hours. Due to the increased delivery rate at the pump stations of the combined sewer system during stormwater runoff (twice the dry weather peak flow), the pollution load at the wwtp increases immediately in the same amount. Due to the enlargement of storage within the combined sewer systems until the year 2020 to meet higher demands of the water authority, the total duration of a raised inflow to the wwtp during and after rain events will increase. To furthermore keep the processes at the wwtp stable (especially the nitrogen removal) the construction of a storage tank at the inlet of the wwtp (=outlet of the pressure main) as an option shall be taken under research. The volume of the storage tank is not only determined by the quantity but also by the quality of the inflow To provide evidence, that the new version of InfoWorks 9.5 CS® is able to calculate the flow and pollution processes in the pressure main network, a diploma thesis is carried out at the Berlin Centre of Competence for Water with the participation of the Berliner Wasserbetriebe