Development of a Methodology to Determine the Pollution Discharged by a Combined Sewer Network

1990 ◽  
Vol 22 (10-11) ◽  
pp. 15-22 ◽  
Author(s):  
M. Cherrered ◽  
B. Chocat

Until a few years ago, there was not much research in France into Combined Sewer Overflow phenomena in storm weather. The water of urban runoff has always been considered “clean” and one considered that the dilution of dry weather flows in storm water decreased the impact of the pollution generated by overflows. Now, with increased urban development and realization of the importance of pollution caused by urban runoff, the problem can be considered differently. Indeed, some quality studies of receiving waters show that combined sewer networks represent an important pollution source for the natural environment, due to the increasing relative effect of combined sewer overflow discharge into receiving waters. Thus, combined sewer overflows have until recently been the least known part of the sewer system. In this present communication, methodology to estimate combined overflows has been elaborated after exploitation of data resulted from ten French real case studies where such problems were observed. This study has been realized in four steps:- A bibliography study to discover the actual state of the problem in terms of existent methods concerning both experimentation and modelling and to define the needs of the research.- Ten French studies have been selected, analysed, and used to define the different methods used, and to show methodological lacunas from the observations and results realized. Elements of improvement have been proposed.- Methods and new propositions have been defined and a coherent methodological diagram has been realized to compare and test these methods.- Computer tools have been conceived and tested in the ten study cases.

1999 ◽  
Vol 39 (2) ◽  
pp. 233-249 ◽  
Author(s):  
Jes Vollertsen ◽  
Thorkild Hvitved-Jacobsen ◽  
Iain McGregor ◽  
Richard Ashley

Organic matter in sediments from pipes and silt traps in combined sewers was divided into fractions with different settling velocities. Biodegradability of organic matter for these fractions was characterised based on results from a conceptual model of aerobic transformations of resuspended sediments calibrated on oxygen utilisation rates. Pipe sediments as well as silt trap sediments were investigated and no differences between these deposits were detected. It was found that the largest fraction of organic matter is associated with material which settles relatively fast and only a small part is associated with relatively slow settling material. However, the fast settling organic matter was found to be rather slowly biodegradable compared to the slow settling organic fraction. Because the biodegradability of the organic matter discharged during combined sewer overflow (CSO) events is of significant importance to the impact on the dissolved oxygen concentrations in receiving waters, the biodegradability of sewer sediments is argued to be taken into account for detailed characterisation when dealing with CSO impacts.


2014 ◽  
Vol 12 (3) ◽  
pp. 219-228 ◽  
Author(s):  
Anna Llopart-Mascaró ◽  
Ramon Farreny ◽  
Xavier Gabarrell ◽  
Joan Rieradevall ◽  
Alicia Gil ◽  
...  

1999 ◽  
Vol 39 (2) ◽  
pp. 75-83 ◽  
Author(s):  
W. De Cock ◽  
P. Blom ◽  
G. Vaes ◽  
J. Berlamont

For the Flemish situation, storage sedimentation basins are one of the best ‘end-of-pipe’ solutions to reduce the impact of combined sewer overflows on the receiving waters. In some cases, when the spilled pollution load is too high, the settling efficiency of the basin has to be improved. Adding coagulants could be a reasonable alternative for building larger basins. To estimate the effect of enhancing the settling by flocculation, a floc growth and break-up model is worked out and is implemented in the numerical model Phoenics. The evolution of the floc dimensions and the sedimentation behaviour of the particles in the basin is calculated for different inflow rates and initial settling velocity profiles. Finally, the efficiency increase by mixing (creating a higher velocity gradient) in the agitation chamber or by adding coagulants in the trunk sewer upstream of the basin is also investigated.


1991 ◽  
Vol 24 (6) ◽  
pp. 217-224 ◽  
Author(s):  
Dirk-Th Kollatsch ◽  
J. Bünzel

Sanitary sewage yields the basic and most important pollution load diverted to receiving waters during combined sewer overflow (CSO). To reduce overflow pollution loads, it is proposed to store waste water in sanitary sewage detention tanks (SST). For high efficiency those SSTs should be filled and emptied by pumps or gates, operated by control devices. Control strategies have to be worked out depending on different situations and parameters (catchment, rain and flow characteristics).


1995 ◽  
Vol 67 (4) ◽  
pp. 414-419
Author(s):  
Kevin P. Walker ◽  
Richard N. Deguida

2021 ◽  
Author(s):  
Nawshin Rummnan

A combined-sewer overflow (CSO) is a significant contributor of contamination to surface waters. During a rain event, the flow in a combined sewer system (CSS) may exceed the capacity of the intercepting sewer leading to a wastewater treatment plant, thus releasing a mixture of storm water and raw sanitary wastewater into the receiving water. As CSOs contain untreated domestic, commercial, and industrial wastes, as well as surface runoff, many different types of contaminants can be present. Because of these contaminants and the volume of the flows, CSOs can cause a variety of adverse impacts on the physical characteristics of surface water, impair the viability of aquatic habitats, and pose a potential threat to drinking water supplies. The resulting short-term problems are poor aesthetics (floatables, turbidity, oil and grease), and beach closure due to increased harmful bacteria levels. The long term impacts include reduced dissolved oxygen in receiving waters, eutrophication and sediment contamination. Since CSO is considered to be a major source of water quality impairment for the receiving waters, much attention has been directed to reducing the quantity and quality of CSO discharged to meet the Ministry of Environment guidelines. There are several approaches to control the quantity and quality of CSO. The selection of a particular treatment technology depends on various factors such as site conditions, CSO characteristics, receiving water requirements. One of the emerging options is the vortex separator technology for High Rate Treatment (HRT) facilities at overflow location. There are many devices for CSO control in different trade names where vortex separator technology has been used (e.g. EPA Swirl Concentration, FluidSep(TM), Storm King(TM), CDS®). This study articulates the different CSO control technologies with emphasized [sic] on vortex separator technology. The City of Niagara Falls HRT pilot project for CSO control to the Niagara River is presented as a case study in this report. The performance of two HRT devices - Storm King(TM) and CDS® are evaluated in the pilot project. Analytical Probabilistic Model has been used a a tool in this study to evaluate the potential pollution reduction at the Niagara Falls CSO system.


2001 ◽  
Vol 44 (2-3) ◽  
pp. 287-294 ◽  
Author(s):  
J. Cigana ◽  
G. Lefebvre ◽  
C. Marche

Although the efficiency of underflow baffles has never been clearly proven, these underflow baffles have gained in popularity over the last few years as a viable means to intercept floatables in Combined Sewer Overflows (CSOs). These pilot scale essays, performed in a 17.0 metres basin at various flowrates, show that a critical horizontal velocity (VCR) may develop in the overflow chamber. Whenever this critical velocity is exceeded, floatables that would normally rise to the surface are kept within the flow and never intercepted, thus rendering the underflow baffle ineffective. The equation relating the critical horizontal velocity to the vertical velocity is found to be: VCR = 16 w RH1/6.


2015 ◽  
Vol 17 (5) ◽  
pp. 965-974 ◽  
Author(s):  
Madoux-Humery Anne-Sophie ◽  
Sarah M. Dorner ◽  
Sébastien Sauvé ◽  
Khadija Aboulfadl ◽  
Martine Galarneau ◽  
...  

A combined sewer overflow (CSO) outfall was monitored during different seasons (including the snowmelt period) to assess the impact ofE. coli, TSS and WWMP temporal mass loads on the appropriateness of treatment options.


1997 ◽  
Vol 32 (3) ◽  
pp. 563-578 ◽  
Author(s):  
Daniel Sztruhar ◽  
Marek Sokac ◽  
Jiri Marsalek ◽  
Eleonora Frankova ◽  
Lubomir Hyanek ◽  
...  

Abstract Combined sewer overflow (CSO) pollution was assessed in a medium size community (the Town of Malacky) in western Slovakia by means of field monitoring and computer modelling. CSO samples were analyzed for suspended solids, total chemical oxygen demand, 5-day biochemical oxygen demand, total organic carbon, heavy metals (Cu, Zn, Ni, Cd, Pb), and biological and microbiological constituents. Study results identified CSOs as a major source of biodegradable organic pollution impacting on dissolved oxygen in the receiving streams. Cumulative effects of CSO discharges were also observed in the receiving streams, in the form of high organic content of benthic sediments, which indicated the deposition of wastewater-derived sediments flushed out from the sewer system during storm events. These findings have also been confirmed by analyses of biological constituents in the sediment samples collected from the receiving waters. A comparative analysis of various pollution sources indicated that pollution problems in the receiving waters were caused not only by the municipal effluents from the Town of Malacky, but also by diffuse agricultural pollution and release of heavy metals, especially Zn, from the native soils in the surrounding area.


2021 ◽  
Author(s):  
Nawshin Rummnan

A combined-sewer overflow (CSO) is a significant contributor of contamination to surface waters. During a rain event, the flow in a combined sewer system (CSS) may exceed the capacity of the intercepting sewer leading to a wastewater treatment plant, thus releasing a mixture of storm water and raw sanitary wastewater into the receiving water. As CSOs contain untreated domestic, commercial, and industrial wastes, as well as surface runoff, many different types of contaminants can be present. Because of these contaminants and the volume of the flows, CSOs can cause a variety of adverse impacts on the physical characteristics of surface water, impair the viability of aquatic habitats, and pose a potential threat to drinking water supplies. The resulting short-term problems are poor aesthetics (floatables, turbidity, oil and grease), and beach closure due to increased harmful bacteria levels. The long term impacts include reduced dissolved oxygen in receiving waters, eutrophication and sediment contamination. Since CSO is considered to be a major source of water quality impairment for the receiving waters, much attention has been directed to reducing the quantity and quality of CSO discharged to meet the Ministry of Environment guidelines. There are several approaches to control the quantity and quality of CSO. The selection of a particular treatment technology depends on various factors such as site conditions, CSO characteristics, receiving water requirements. One of the emerging options is the vortex separator technology for High Rate Treatment (HRT) facilities at overflow location. There are many devices for CSO control in different trade names where vortex separator technology has been used (e.g. EPA Swirl Concentration, FluidSep(TM), Storm King(TM), CDS®). This study articulates the different CSO control technologies with emphasized [sic] on vortex separator technology. The City of Niagara Falls HRT pilot project for CSO control to the Niagara River is presented as a case study in this report. The performance of two HRT devices - Storm King(TM) and CDS® are evaluated in the pilot project. Analytical Probabilistic Model has been used a a tool in this study to evaluate the potential pollution reduction at the Niagara Falls CSO system.


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