Variability analysis of pathogen and indicator loads from urban sewer systems along a river
Artikel i vetenskaplig tidskrift, 2009

The pathogen loads within surface waters originating from urban wastewater sources needs to be assessed to support drinking water risk estimations and optimal selection of risk reduction measures. Locally reported discharges from sewer systems (>100,000 persons connected) were used to simulate the potential microbial loads into the Gota alv river, Sweden. Using Monte Carlo simulations, the median and 95% percentile (i.e. worst case) of total microbial load from wastewater treatment plants, sewer network overflows and emergency discharges were assessed and presented for dry and wet weather conditions. Wastewater treatment plants with secondary treatment represented a major source of E. coli, norovirus, Giardia and Cryptosporidium. During wet weather, comparably high microbial loads were found for sewer overflows due to heavy rains. Substantial loads were also associated with an incident of the emergency discharge of untreated wastewater. Simulated river water concentrations of faecal indicators (E. coli, sulfite reducing clostridia, somatic coliphages) and pathogens (norovirus, Giardia, Cryptosporidium) were confirmed by river sampling data, suggesting that urban wastewater is the major microbial source for this river.

microbial load

sewer overflows

emergency discharge

pathogen

risk reduction options

CSO

wastewater

drinking water

Författare

Johan Åström

Chalmers, Bygg- och miljöteknik, Vatten Miljö Teknik

DRICKS Ramprogrammet för dricksvattenforskning vid Chalmers

Thomas Pettersson

Chalmers, Bygg- och miljöteknik, Vatten Miljö Teknik

Thor Axel Stenström

Swedish Institute for Infectious Disease Control

Olof Bergstedt

Chalmers University of Technology

Water Science and Technology

0273-1223 (ISSN)

Vol. 59 2 203-212

Ämneskategorier

Vattenteknik

Biologiska vetenskaper

Mikrobiologi inom det medicinska området

Oceanografi, hydrologi, vattenresurser

DOI

10.2166/wst.2009.860