Towards a better knowledge and management of infiltration and exfiltration in sewer systems: the APUSS project

2006 ◽  
Vol 1 (1) ◽  
Author(s):  
J.-L. Bertrand-Krajewski ◽  
M.A. Cardoso ◽  
B. Ellis ◽  
T. Frehmann ◽  
M. Giulianelli ◽  
...  

Sewer systems constitute a very significant patrimony in European cities. Their structural quality and functional efficiency are key parameters to guarantee the transfer of domestic and trade wastewater to treatment plants without infiltration nor exfiltration. Infiltration of groundwater is particularly detrimental to treatment plant efficiency, while exfiltration of wastewater can lead to groundwater contamination. During the period 2001-2004, the European research project APUSS (Assessing infiltration and exfiltration on the Performance of Urban Sewer Systems) was devoted to sewer infiltration and exfiltration questions. It was structured on three main Work Areas dealing respectively with i) the development of new measurement methods based on tracer experiments and accounting for detailed uncertainty analyses, ii) the implementation of models and software tools to integrate structural and experimental data and to facilitate data display, operational management and decision making process and iii) the integration of economic and operational questions by means of costs estimation, economic valuation, performance indicators and multi-criteria methods applied to investment/rehabilitation strategies. This overview paper describes synthetically the objectives, methods and main achievements for each Work Area. References to both antecedent and companion papers are given for results and more detailed information.

2006 ◽  
Vol 1 (1) ◽  
Author(s):  
A. Cardoso ◽  
V. Prigiobbe ◽  
M. Giulianelli ◽  
E. Baer ◽  
J. De Bénédittis ◽  
...  

The structural quality and functional efficiency of sewer systems are key parameters to guarantee the transfer of domestic, commercial and industrial wastewater to treatment plants without infiltration nor exfiltration. Infiltration of groundwater is particularly detrimental to treatment plant efficiency, while exfiltration of wastewater can lead to groundwater contamination. The APUSS project associating universities, SMEs and municipalities in 7 European countries, developed new methods and techniques to assess and quantify infiltration and exfiltration (I/E) in sewer systems. This paper describes the establishment of a set of performance indicators (PI) developed to assess the impact of I/E on sewer systems and their application to three project case studies, in Italy and France, focusing on sewer systems characteristics, I/E measurements campaigns and PI application results. The methodology for PI definition consists in the selection and development of a sewer network property or state variable, which is expressive of aspects being scrutinized (I/E); the PI values are then calculated; finally, a classification of the PI values is made in relation to good or bad performance. The use of PI allows a standardized and objective comparison of the performance of sewer systems and constitutes a means to technically support the establishment of priorities for rehabilitation and/or construction investments taking into account I/E impacts.


1979 ◽  
Vol 105 (6) ◽  
pp. 1167-1171
Author(s):  
Albert A. Cocci ◽  
Robert C. Landine ◽  
Thiruvenkatachari Viraraghavan

2013 ◽  
Vol 67 (7) ◽  
pp. 1574-1580 ◽  
Author(s):  
R. Sitzenfrei ◽  
C. Urich ◽  
M. Möderl ◽  
W. Rauch

The technical design of urban drainage systems comprises two major aspects: first, the spatial layout of the sewer system and second, the pipe-sizing process. Usually, engineers determine the spatial layout of the sewer network manually, taking into account physical features and future planning scenarios. Before the pipe-sizing process starts, it is important to determine locations of possible weirs and combined sewer overflows (CSOs) based on, e.g. distance to receiving water bodies or to a wastewater treatment plant and available space for storage units. However, positions of CSOs are also determined by topological characteristics of the sewer networks. In order to better understand the impact of placement choices for CSOs and storage units in new systems, this work aims to determine case unspecific, general rules. Therefore, based on numerous, stochastically generated virtual alpine sewer systems of different sizes it is investigated how choices for placement of CSOs and storage units have an impact on the pipe-sizing process (hence, also on investment costs) and on technical performance (CSO efficiency and flooding). To describe the impact of the topological positions of these elements in the sewer networks, graph characteristics are used. With an evaluation of 2,000 different alpine combined sewer systems, it was found that, as expected, with CSOs at more downstream positions in the network, greater construction costs and better performance regarding CSO efficiency result. At a specific point (i.e. topological network position), no significant difference (further increase) in construction costs can be identified. Contrarily, the flooding efficiency increases with more upstream positions of the CSOs. Therefore, CSO and flooding efficiency are in a trade-off conflict and a compromise is required.


2003 ◽  
Vol 47 (12) ◽  
pp. 65-71 ◽  
Author(s):  
J.L. Huisman ◽  
P. Krebs ◽  
W. Gujer

The urban drainage cycle is a very complex system with many interacting processes. Models are a great help to test different scenarios and improve the understanding of this system. At present, good models exist for the hydrodynamics of the sewer systems, for the biological conversions in the wastewater treatment plant (ASM 1 to 3) and for the receiving water (RWQM1). However, the traditional transport and conversion models for the sewer system are incompatible with the ASM definitions, making it difficult to link the models to come an integral and unified urban drainage model. In this work, a new sewer system model that is based on ASM3 has been coupled to an advanced nutrient removal model for the wastewater treatment plant. As both models are based on ASM3, they are unified in their definitions of the state variables and processes. This new combination has been used to test different scenarios and to test the influence of the sewer system on the treatment plant.


1998 ◽  
Vol 37 (1) ◽  
pp. 333-340 ◽  
Author(s):  
Joachim Guderian ◽  
Andreas Durchschlag ◽  
Jürgen Bever

Based upon the connection of a simulation program for combined sewer systems with the IAWQ-Activated Sludge Model No.1 the new simulation tool GEMINI was developed, which allows the calculation of sewer and sewage treatment plant as a unit. Some obtained results are presented in an example. They suggest, that for every treatment plant a rate of inflow is determinable, which leads to a minimum of total emissions out of sewer and treatment plant. The optimal value of sewage treatment plant inflow in the example is distinctly greater than the design flow rate fixed in German design rules. So it is recognizable that a rigid flow management for sewer and treatment plant does not always fulfil the aim of minimization of total emissions.


2010 ◽  
Vol 62 (9) ◽  
pp. 2167-2174 ◽  
Author(s):  
M. Mrowiec

The paper presents the investigations on first flush phenomenon based on the total suspended solids (TSS) concentration measurement during selected rainfalls at central part of Czestochowa (Poland) and also the hydrodynamic model of the catchment. The model allows to present the conception of first flush management using an improved flow diverter Septurn. Flow diverters used in the separate sewer systems create a hybrid system called “semi-separate” sewage system, which allows to treat the first flush volume in the waste water treatment plant (WWTP). Proposed construction of the flow diverter makes possible to capture significant part of the pollutant load (TSS) and simultaneously to reduce volume discharges to WWTPs during wet weather.


2010 ◽  
Vol 62 (1) ◽  
pp. 92-98 ◽  
Author(s):  
H. Wittenberg ◽  
H. Aksoy

Vast volumes of groundwater are drained by urban sewer systems. This unwanted flow component intrudes into sewer systems through leaky joints or connected house drains. However, unlike urban storm drainage, it has a high seasonal variation corresponding to groundwater storage and long slow recessions similar to baseflow in rivers also fed by shallow groundwater exfiltrating into the surface waters. By applying the nonlinear reservoir algorithm as used for baseflow separation from total flow in a river, groundwater flow is separated from daily measured influents to treatment plants in Lower Saxony and Baden-Württemberg, Germany and in the Terkos Lake watershed near Istanbul, Turkey. While waste water flows vary only moderately within a year, separated intruded groundwater flows show recessions and seasonal variations correlated to baseflow in neighbouring rivers. It is possible to conclude that recession characteristics of treatment plant influents allow quantification and prediction of groundwater intrusion into sewer systems.


Author(s):  
Steven Sarich ◽  
Josh Haefner

Schertz-Seguin Local Government Corporation (Client) is proposing to construct an 18-inch water main pipeline along the west side of State Highway (SH) Business 123 (Stockdale Highway/South Austin Street) crossing of the Guadalupe River in the City of Seguin, Guadalupe County, Texas (Project). According to current design plans, the proposed water line would be connected to an existing pipeline located approximately 75 feet (ft) [23 meters (m)] north of the Guadalupe River near the existing Max Starke Park Water Treatment Plant and an existing main pipeline located approximately 75 ft (23 m) south of the Guadalupe River along SH 123 in Seguin, Texas. The Area of Potential Effects (APE) consists of two work areas, one north and one south of the Guadalupe River. The northern work area consists of 0.20 acres (ac) and the southern work area consists of 0.15 ac. The APE is 0.35 ac in total. The Project is within the City of Seguin, a subdivision of the state , and thus triggers a review of cultural resources under the Antiquities Code of Texas (Section 191.0525). Additionally, due to Army Corps of Engineers (USACE) permitting requirements the Project falls under the regulations of Section 106 of the National Historic Preservation Act of 1966, as amended (U.S. Code 16, §470, et seq.). TRC archeologists conducted a limited desktop literature and archives review for the proposed Project to assess whether previously recorded cultural resources are within or adjacent to the APE or within a 1-mile (mi) (1.6-kilometer [km]) of the APE. This included a review of the THC’s Archeological and Historic Sites Atlas (Atlas) which provides information related to the location of previously conducted archeological surveys and recorded archeological sites, cemeteries, properties currently listed or eligible for listing on the National Register of Historic Places (NRHP), Recorded Texas Historic Landmarks (RTHLs), and State Antiquities Landmarks (SALs) that may be impacted by the proposed Project. According to the THC-Atlas, no previously conducted archeological surveys, archeological sites, cemeteries, historic properties, or historical markers intersect or are adjacent to the APE. Fieldwork was conducted by TRC archeologists on February 12, 2020 under Antiquities Permit Number 9263. The intensive archeological field survey included survey of 100 percent of the APE supplemented with shovel testing and visual inspection. Survey methods followed the guidelines and survey standards set forth by the THC and Council of Texas Archeologists (CTA). Review of the project plans showed that of the 155 m (509 ft) proposed water line only 27 m (89 ft) of the line to the north and 18 m (59 ft) of the line to the south will be buried with the remainder above ground and spanning the Austin Street bridge. Survey efforts were concentrated along the buried portions of the proposed water line. Due to the high degree of ground disturbance from existing utilities, bridge construction, and the presence of steep slope only a single shovel test could be excavated. Nine additional ‘No Dig’ observation points were recorded to document the areas of disturbance and slope. No cultural resources or historic structures were identified within the APE. No additional work is recommended.


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