Dw. Dilks et al., FIELD APPLICATION OF A STEADY-STATE MASS-BALANCE MODEL FOR HYDROPHOBIC ORGANIC-CHEMICALS IN AN ESTUARINE SYSTEM, Water science and technology, 28(8-9), 1993, pp. 263-271
Citations number
8
Categorie Soggetti
Water Resources","Environmental Sciences","Engineering, Civil
A one-dimensional, steady-state mass balance model was applied to desc
ribe instream and sediment concentrations of four hydrophobic organic
chemicals in a discharge canal and receiving water bayou. The chemical
s examined were hexachlorobenzene, hexachlorobutadiene, hexachloroetha
ne, and 1,2,4-trichlorobenzene. The objective of the study was to test
a mass balance modeling approach for relating point source effluents
to resulting sediment concentration, in support of future implementati
on of national sediment quality criteria (SQC). The modeling effort re
lied upon ambient monitoring data that were collected for purposes oth
er than supporting a modeling effort. Given data uncertainties and ass
umptions in the modeling framework, model results were reasonably cons
istent with observations in the receiving water bayou. There were larg
e discrepancies between model results and observed sediment concentrat
ions in the discharge canal. These discrepancies are likely caused by
an undocumented source of chemicals to the canal sediments, due to his
torical landfilling of wastes; and/or canal sediment concentrations be
ing in temporal disequilibrium, due to historically higher chemical lo
ading. The merits of steady-state versus time-variable models for desc
ribing sediment quality are compared. Steady-state models are most app
ropriate for effluent permitting purposes, where the objective is to d
etermine the long-term relationship between wastewater loads and resul
ting sediment concentrations. A time-variable model framework will be
required to establish model credibility for situations where the stead
y-state assumption is violated, although the required information on h
istorical chemical loads is often unavailable.