3.8 Article

Probabilistic behavior of water-quality loads

Journal

JOURNAL OF ENVIRONMENTAL ENGINEERING-ASCE
Volume 131, Issue 7, Pages 1081-1089

Publisher

ASCE-AMER SOC CIVIL ENGINEERS
DOI: 10.1061/(ASCE)0733-9372(2005)131:7(1081)

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A theoretical model is introduced for describing the mechanistic and probabilistic structure of observations of strearnflow Q, concentration C, and constituent loads L. The model has application to many water-quality management problems including load estimation, water-quality monitoring network design and total maximum daily load assessment. The statistical behavior of strearnflow, concentration, and load is described and expressions are derived for the coefficient of variation of daily concentrations and loads assuming a bivariate lognormal model. The model provides a first-order approximation to continuous empirical observations of C, Q, and L from four watersheds in the Great Lakes Region. The utility of the model is demonstrated by quantifying the amount of spurious correlation between load and discharge, by documenting factors which influence bias in water-quality load estimates and those which give rise to increased/decreased variability in water-quality loads and concentrations.

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