Search results for "combined sewer"

showing 7 items of 7 documents

Assessment of the integrated urban water quality model complexity through identifiability analysis

2010

Urban sources of water pollution have often been cited as the primary cause of poor water quality in receiving water bodies (RWB), and recently many studies have been conducted to investigate both continuous sources, such as wastewater-treatment plant (WWTP) effluents, and intermittent sources, such as combined sewer overflows (CSOs). An urban drainage system must be considered jointly, i.e., by means of an integrated approach. However, although the benefits of an integrated approach have been widely demonstrated, several aspects have prevented its wide application, such as the scarcity of field data for not only the input and output variables but also parameters that govern intermediate st…

Identifiability analysiEnvironmental EngineeringOperations researchProcess (engineering)Computer scienceWater supplyWater SupplyRiver water-quality modellingDrainage system (geomorphology)Environmental monitoringIntegrated urban drainage modellingUncertainty assessmentSensitivity (control systems)Waste Management and DisposalReliability (statistics)Water Science and TechnologyCivil and Structural EngineeringSewageSettore ICAR/03 - Ingegneria Sanitaria-Ambientalebusiness.industryEcological ModelingWater PollutionSettore ICAR/02 - Costruzioni Idrauliche E Marittime E IdrologiaUncertaintyEnvironmental engineeringModels TheoreticalPollutionIdentifiabilityCombined sewerbusinessEnvironmental MonitoringWater Research
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Separate and combined sewer systems: a long-term modelling approach

2009

Sewer systems convey mostly dry weather flow, coming from domestic and industrial sanitary sewage as well as infiltration flow, and stormwater due to meteoric precipitations. Traditionally, in urban drainage two types of sewer systems are adopted: separate and combined sewers. The former convey dry and wet weather flow separately into two different networks, while the latter convey dry and wet weather flow together. Which is the best solution in terms of cost-benefit analysis still remains a controversial subject. The present study was aimed at comparing the pollution loads discharged to receiving bodies by Wastewater Treatment Plant (WWTP) and Combined Sewer Overflow (CSO) for different ki…

Time FactorsEnvironmental EngineeringRainStormwaterSewageComputer SimulationSanitary sewerDrainagewastewater treatment plantWater Science and TechnologyHydrologyseparate sewer systemFourier AnalysisSewageSettore ICAR/03 - Ingegneria Sanitaria-Ambientalebusiness.industryDrainage SanitarySettore ICAR/02 - Costruzioni Idrauliche E Marittime E IdrologiaEnvironmental engineeringModels TheoreticalInfiltration (hydrology)WastewaterEnvironmental sciencewater quality managementSewage treatmentCombined sewerbusinessWater Pollutants Chemicalmathematical modelWater Science and Technology
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Simulation of the operation of detention tanks.

2005

The performance of detention tanks with different characteristics (volume, on-line and off-line arrangement) has been evaluated according to the results of a continuous simulation. The conceptual simplified model for sewer system simulation (COSMOSS) model has been used to simulate the operation of the tanks. The differences between the performance of on-line and off-line tanks and the influence of the characteristics of different catchments have been examined. According to the results of the simulations detention tanks demonstrated good performances in total suspended solids retention and this evenience can certainly help to prevent water pollution of receiving water bodies in urban areas,…

HydrologyEnvironmental EngineeringComputer simulationEcological ModelingStormwaterFirst flushEnvironmental engineeringModels TheoreticalPollutionWater PurificationEngineeringWater MovementsEnvironmental scienceContinuous simulationCombined sewerWater qualitySewers Sediment transport Combined sewersCitiesWater pollutionWaste Management and DisposalWater Science and TechnologyCivil and Structural EngineeringTotal suspended solidsWater research
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Uncertainty assessment of sewer sediment erosion modelling

2008

Urban stormwater quality modelling has become a fundamental issue in the evaluation of the receiving water bodies' quality state. Laboratory study as well as field campaigns have widely demonstrated that combined sewer sediments present cohesive-like properties which increase their resistance to erosion. However, only few models take sewer sediments into account considering their rheological properties. In the present paper different sewer sediment erosion models have been tested and their uncertainties have been assessed. The main goal was to discriminate the algorithms with respect to their robustness and the reduction of uncertainty. In order to accomplish such objective the GLUE methodo…

Hydrologygeographygeography.geographical_feature_categoryGeography Planning and DevelopmentStormwaterSedimentUrban areaCivil engineeringErosionEnvironmental scienceCombined sewerWater qualityRobustness (economics)GLUEcombined sewer erosion model uncertainty assessment urban stormwater quality modellingWater Science and Technology
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Modelling of E. colidistribution in coastal areas subjected to combined sewer overflows

2013

Rivers, lakes and the sea were the natural receivers of raw urban waste and storm waters for a long time but the low sustainability of such practice, the increase of population and a renewed environmental sensibility increased researcher interest in the analysis and mitigation of the impact of urban waters on receiving water bodies (RWB). In Europe, the integrated modelling of drainage systems and RWB has been promoted as a promising approach for implementing the Water Framework Directive. A particular interest is given to the fate of pathogens and especially of Escherichia coli, in all the cases in which an interaction between population and the RWB is foreseen. The present paper aims to p…

Environmental Engineeringcoastal water quality Escherichia coli propagation integrated urban drainage modelling receiving water bodiesPopulationSewageSettore ICAR/01 - IdraulicaRiversDrainage system (geomorphology)Numerical modelingEnvironmental monitoringEscherichia coliDrainageeducationWater Science and Technologyeducation.field_of_studySewagebusiness.industryEnvironmental engineeringHydrodynamicModels TheoreticalWater Framework DirectiveEnvironmental scienceCoastal areaCombined sewerWater qualitybusinessEnvironmental Monitoring
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Emission standards versus immission standards for assessing the impact of urban drainage on ephemeral receiving water bodies

2010

In the past, emission standard indicators have been adopted by environmental regulation authorities in order to preserve the quality of a receiving water body. Such indicators are based on the frequency or magnitude of a polluted discharge that may be continuous or intermittent. In order to properly maintain the quality of receiving waters, the Water Framework Directive, following the basic ideas of British Urban Pollution Manual, has been established. The Directive has overtaken the emission-standard concept, substituting it with the stream-standard concept that fixes discharge limits for each polluting substance depending on the self-depurative characteristics of receiving waters. Stream-…

PollutionConservation of Natural ResourcesTime FactorsEnvironmental EngineeringRainmedia_common.quotation_subjecturban drainage integrated modelling Water Framework Directive water quality management water quality monitoringEnvironmentWaste Disposal FluidDrainage system (geomorphology)Water MovementsCitiesDrainageWater Science and Technologymedia_commonSettore ICAR/03 - Ingegneria Sanitaria-AmbientaleEmission standardSettore ICAR/02 - Costruzioni Idrauliche E Marittime E IdrologiaDrainage SanitaryWater PollutionEnvironmental engineeringWaterModels TheoreticalWastewaterWater Framework DirectiveEnvironmental scienceCombined sewerWater qualityWater resource managementWater Science and Technology
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Human-Driven Microbiological Contamination of Benthic and Hyporheic Sediments of an Intermittent Peri-Urban River Assessed from MST and 16S rRNA Gene…

2017

International audience; Rivers are often challenged by fecal contaminations. The barrier effect of sediments against fecal bacteria was investigated through the use of a microbial source tracking (MST) toolbox, and by Next Generation Sequencing (NGS) of V5-V6 16S rRNA gene (rrs) sequences. Non-metric multi-dimensional scaling analysis of V5-V6 16S rRNA gene sequences differentiated bacteriomes according to their compartment of origin i.e., surface water against benthic and hyporheic sediments. Classification of these reads showed the most prevalent operating taxonomic units (OTU) to be allocated to Flavobacterium and Aquabacterium. Relative numbers of Gaiella, Haliangium, and Thermoleophilu…

0301 basic medicinePollutionMicrobiology (medical)benthic and hyporheic sedimentsmedia_common.quotation_subject[SDV]Life Sciences [q-bio]030106 microbiologyFECA CONTAMINATIONBiologyMicrobiologyarn ribosomal 16s03 medical and health sciencesperi-urban riverzone hyporhéique14. Life underwatermedia_commonOriginal ResearchEcologyBENTHIC AND HYPORHEIC SEDIMENTSMICROBIAL COMMUNITYHIGH THROUGH PUT SEQUENCING (HTS)zone benthiquebiology.organism_classification6. Clean waterFecal coliformAquabacteriumhigh throughput sequencing (HTS)Microbial population biology13. Climate actionBenthic zonefecal contaminationperi-urban river;benthic and hyporheic sediments;microbial community;high throughput sequencing (HTS);fecal contaminationcontamination biologiquePERI-URBAN RIVERCombined sewermicrobial communitySurface waterFlavobacterium
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