DISSOLVED-OXYGEN MODELING OF THE BLACKSTONE RIVER (NORTHEASTERN UNITED-STATES)

Citation
Rr. Chaudhury et al., DISSOLVED-OXYGEN MODELING OF THE BLACKSTONE RIVER (NORTHEASTERN UNITED-STATES), Water research (Oxford), 32(8), 1998, pp. 2400-2412
Citations number
16
Categorie Soggetti
Engineering, Civil","Environmental Sciences","Water Resources
Journal title
ISSN journal
00431354
Volume
32
Issue
8
Year of publication
1998
Pages
2400 - 2412
Database
ISI
SICI code
0043-1354(1998)32:8<2400:DMOTBR>2.0.ZU;2-J
Abstract
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.