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1.
Water Sci Technol ; 52(3): 219-27, 2005.
Article in English | MEDLINE | ID: mdl-16206862

ABSTRACT

For 20 years, several methods for the estimation of infiltration have been developed in various countries. These conventional methods are subject to considerable uncertainties due to their underlying assumptions and general principles which are not estimated. Two extended comparative studies of the conventional methods have been made in order to assess the variability in infiltration estimations and associated uncertainties according to the method used. The choice of method is not critical when the objective of a sewer diagnostic study is to define the spatial distribution of infiltration contributions at subcatchment scale. Nevertheless, the methods based on the analysis of the minimum night flow that are generally applied during one dry weather day should be applied during 8 to 10 dry weather days in order to provide estimations with acceptable uncertainties.


Subject(s)
Environmental Pollution/analysis , Sewage/chemistry , France , Time Factors , Uncertainty , Weather
2.
Water Sci Technol ; 52(3): 229-37, 2005.
Article in English | MEDLINE | ID: mdl-16206863

ABSTRACT

The paper presents the principle of a method to measure infiltration rates in sewer systems based on the use of oxygen isotopes and its application in Lyon (France). In the urban area of Lyon, significant differences in delta 18O that can reach 3 per thousand are observed between the oxygen isotopic compositions of groundwater originating from Rhone, Saone and from their associated alluvial aquifers. Drinking water supplying Lyon results mainly from pumping in the Rhone alluvial aquifer. Therefore, in some areas, the difference of isotopic composition between wastewater resulting from the consumption of drinking water and local groundwater can be used to measure infiltration in sewer systems. The application in the catchment of Ecully shows that the infiltration flow rate presents strong fluctuations at an hourly scale: it varies between 15 and 40 m3/h. This variability could be explained by non-constant discharges of pumping and by variations of the water level in the sewer.


Subject(s)
Cities , Sewage/analysis , Sewage/chemistry , Drainage, Sanitary , France , Oxygen Isotopes , Reproducibility of Results , Time Factors , Waste Disposal, Fluid , Water/analysis , Water/chemistry
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