Rr. Chaudhury et al., DISSOLVED-OXYGEN MODELING OF THE BLACKSTONE RIVER (NORTHEASTERN UNITED-STATES), Water research (Oxford), 32(8), 1998, pp. 2400-2412
A dissolved oxygen model, QUAL2E, has been calibrated and validated to
the Blackstone River, using the data collected in 1991 for the Blacks
tone River Initiative - Dry Weather Study. Physical representation of
the river is accomplished using the data from previous studies. Flow p
rofiles have been developed using the average daily flows of the three
permanent United States Geological Survey (USGS) gaging stations and
five wastewater treatment plants on the Blackstone River. These flow p
rofiles have been verified by the success of the model to simulate a c
onservative parameter, chloride and independent flow measurements. The
calibration and validation of the model for dissolved oxygen involved
a stepwise approach to simulate each source and sink of dissolved oxy
gen. This has been accomplished by progressively defining atmospheric
reaeration, oxygen depletion due to carbonaceous biochemical oxidation
demand, nitrification, sediment oxygen demand and algal photosynthesi
s and respiration. The success of the model can also be judged by the
ability of the model to represent the system under different condition
s. During additional validation with data sets from 1980, the model wa
s successful in predicting conditions prior to a previous waste load a
llocation for the largest point source. Statistical tests of the model
results and the observed data have been performed for the 1991 survey
s with a median relative error of approximately 10%. A brief assessmen
t of the 7Q10 flows indicates violations of the dissolved oxygen crite
ria of 5.0 mg/l occurring downstream of the Woonsocket wastewater trea
tment plant. Minor violations occur in Massachusetts upstream of four
impoundments. (C) 1998 Elsevier Science Ltd. All rights reserved.