Modelling the fate and transport of faecal bacteria in estuarine and coastal waters
This paper details a numerical model developed to predict the fate and transport of faecal bacteria in receiving surface waters. The model was first validated by comparing model predicted faecal bacteria concentrations with available field measurements. The model simulations agreed well with the obs...
Saved in:
Published in | Marine pollution bulletin Vol. 100; no. 1; pp. 162 - 168 |
---|---|
Main Authors | , , |
Format | Journal Article |
Language | English |
Published |
England
Elsevier Ltd
15.11.2015
|
Subjects | |
Online Access | Get full text |
Cover
Loading…
Summary: | This paper details a numerical model developed to predict the fate and transport of faecal bacteria in receiving surface waters. The model was first validated by comparing model predicted faecal bacteria concentrations with available field measurements. The model simulations agreed well with the observation data. After calibration, the model was applied to investigate the effects of different parameters, including: tidal processes, river discharges from the upstream boundaries and bacteria inputs from the upstream boundaries, wastewater treatment works (WwTWs), rivers and combined sewer overflows (CSO), on the concentrations of faecal bacteria in the Ribble Estuary. The results revealed that the tide and upstream boundary bacteria inputs were the primary factors controlling the distribution of faecal bacteria. The bacteria inputs from the WwTWs in the model domain were generally found not to have a significant impact on distribution of faecal bacteria in the estuary.
•Fate and transport modelling of faecal bacteria in a macro tidal estuary•Significance of different bacteria sources•Effects of tidal conditions on faecal bacteria transport•Dynamic decay processes modelling |
---|---|
Bibliography: | ObjectType-Article-1 SourceType-Scholarly Journals-1 ObjectType-Feature-2 content type line 23 |
ISSN: | 0025-326X 1879-3363 |
DOI: | 10.1016/j.marpolbul.2015.09.011 |