Variability and uncertainty are inherent in an ocean outfall system and wil
l cause variation in estimated initial dilution and bacterial concentration
at areas of interest near the discharge. Uncertainty analysis is therefore
useful in evaluating the likely performance of the outfall and in determin
ing if it will comply with relevant government regulations. This paper iden
tifies the uncertainty in outfall design parameters for an outfall involvin
g a single, horizontal, round buoyant jet discharging into an unstratified
seawater environment. A case study based on data from the Spaniard's Bay ou
tfall in Newfoundland, and using a Monte Carlo simulation, is presented and
compared with some, limited, site data that are available. It is shown tha
t the analysis adequately describes the probabilistic nature of the initial
dilution and bacterial concentration and that it would be useful for pract
ical design purposes.