Dissolved oxygen modeling of the Blackstone River (Northeastern United States)

被引:38
作者
Chaudhury, RR
Sobrinho, JAH [1 ]
Wright, RM
Sreenivas, M
机构
[1] Natl Inst Ocean Technol, Madras, Tamil Nadu, India
[2] Technol Planning & Management Corp, Scituate, MA 02066 USA
[3] Univ Rhode Isl, Dept Civil & Environm Engn, Kingston, RI 02881 USA
[4] Pare Engn Corp, Lincoln, RI 02865 USA
关键词
dissolved oxygen; modeling; QUAL2E model; carbonaceous and nitrogenous biochemical demand; reaeration; algal productivity; Blackstone River initiative;
D O I
10.1016/S0043-1354(98)00004-9
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
A dissolved oxygen model, QUAL2E, has been calibrated and validated to the Blackstone River, using the data collected in 1991 for the Blackstone River Initiative - Dry Weather Study. Physical representation of the river is accomplished using the data from previous studies. Flow profiles 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 profiles have been verified by the success of the model to simulate a conservative 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 oxygen. This has been accomplished by progressively defining atmospheric reaeration, oxygen depletion due to carbonaceous biochemical oxidation demand, nitrification, sediment oxygen demand and algal photosynthesis and respiration. The success of the model can also be judged by the ability of the model to represent the system under different conditions. During additional validation with data sets from 1980, the model was successful in predicting conditions prior to a previous waste load allocation for the largest point source. Statistical tests of the model results and the observed data have been performed for the 1991 surveys with a median relative error of approximately 10%. A brief assessment of the 7Q10 flows indicates violations of the dissolved oxygen criteria of 5.0 mg/l occurring downstream of the Woonsocket wastewater treatment plant. Minor violations occur in Massachusetts upstream of four impoundments. (C) 1998 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:2400 / 2412
页数:13
相关论文
共 16 条
  • [1] *AM PUBL HLTH ASS, 1989, STAND METH
  • [2] BOWI GL, 1985, EPA600385040
  • [3] Brown L.C., 1987, ENHANCED STREAM WATE
  • [4] *EC ENV INC, 1988, EFF OC STAT POW WAT
  • [5] GADOURY RA, 1991, US GEOLOGICAL SURVEY
  • [6] HARTMAN E, 1992, BLACKSTONE RIVER INI
  • [7] *MA DEP ENV QUAL E, 1985, BLACKST RIV BAS WAT
  • [8] *MA DEP ENV QUAL E, 1983, UPP BLACKST WAT POLL
  • [9] O'Connor D.J., 1958, AM SOC CIVIL ENG T, V123, P641, DOI DOI 10.1061/TACEAT.0007609
  • [10] SOCOLOW RR, 1992, US GEOLOGICAL SURVEY