Development of Refined BOD and DO Models for Highly Polluted Kali River in India
Publication: Journal of Environmental Engineering
Volume 133, Issue 8
Abstract
Most commonly used river water quality models for biochemical oxygen demand (BOD) and dissolved oxygen (DO) simulations are mainly based on advection, decay, settling, and loading functions. Using these concepts, refined river water quality models for BOD and DO simulations are developed in the present work considering a large number of physically based parameters and input variables. The refined models developed can be transformed to some of the commonly used river water quality models, if physically based parameters and input variables are omitted or removed. To test the applicability of the refined models developed and commonly used models, a total of 732 water quality and flow data sets are collected during March 1999–February 2000 from 22 sampling stations of the River Kali in India. River Kali is a highly polluted river in India and receives continuous inflow of untreated point source pollution from municipal and industrial wastes and nonpoint source pollution from agricultural areas. Newton–Raphson technique is used to optimize the model parameters during calibration and the performance of different models are evaluated using error estimation, viz. standard error and mean multiplicative error, and correlation statistics . The results indicate that the BOD–DO models proposed by Camp in 1963 provide better results in comparison to other commonly used models. Moreover, the refined models developed for BOD and DO simulations minimize error estimates and improve correlation between observed and computed BOD and DO values of River Kali.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
The writers would like to gratefully acknowledge the suggestions offered by the associate editor and reviewers, which have helped to achieve better quality of this work.
References
Adrian, D. D., and Alshawabkeh, A. (1997). “Analytical dissolved oxygen model for sinusoidally varying BOD.” J. Hydrol. Eng., 2(4), 180–187.
Adrian, D. D., Yu, F. X., and Barbe, D. (1994). “Water quality modeling for a sinusoidally varying waste discharge concentrations.” Water Res., 28(5), 1167–1174.
Ambrose, R. B., Barnwell, T. O., McCutcheon, S. C., and Williams, J. R. (1996). “Computer models for water quality analysis.” Water resources handbook, L. W. Mays, ed., Chap. 14, McGraw-Hill, New York.
American Public Health Association (APHA). (1985). Standard methods for the examination of water and wastewater, 6th Ed., Washington, D.C.
American Public Health Association (APHA/AWWA/WEF). (2005). Standard methods for the examination of water and wastewater, 21st Ed., Washington, D.C.
Bhargava, D. S. (1983). “Most rapid BOD assimilation in Ganga and Yamuna rivers.” J. Environ. Eng., 109(1), 174–178.
Camp. (1963). “First expanded BOD-DO model.” Basic river water quality models, IHP-V Project 8.1, D. G. Jolankai, ed., 1997, 27–29.
Choudhari, N., Tyagi, P., Niyogi, N., and Thergaonkar, V. P. (1992). “BOD test for tropical countries.” J. Environ. Eng., 118(2), 298–303.
Dresnack, R., and Dobbins, W. E. (1968). “Numerical analysis of Bod and DO profiles.” J. Sanit. Engrg. Div., 94, 789–807.
Fair, G. M. (1939). “The dissolved oxygen sag- an analysis.” Int. Adv. Nondestr. Test., 11, 445.
Ghosh, N. C., and McBean, E. A. (1998). “Water quality modelling of the Kali River, India.” Water, Air, Soil Pollut., 102, 91–103.
Gundelach, J. M., and Castillo, J. E. (1976). “Natural stream purification under anaerobic conditions.” J. Water Pollut. Control Fed., 48(7), 1753–1758.
Jain, C. K. (1996). “Application of chemical mass balance to upstream/downstream river monitoring data.” J. Hydrol., 182, 105–115.
Jain, C. K., Bhatia, K. K. S., and Seth, S. M. (1998). “Assessment of point and nonpoint sources of pollution using a chemical mass balance approach.” Hydrol. Sci. J., 43(3), 379–390.
Jain, S. K., and Jha, R. (2005). “Estimating stream reaeration coefficient using ANN approach” Hydrol. Sci. J., 50(6), 1037–1052.
Jha, R., Ojha, C. S. P., and Bhatia, K. K. S. (2001). “Refinement of predictive reaeration equations for a typical India river.” Hydrolog. Process., 15(6), 1047–1060.
Jha, R., Ojha, C. S. P., and Bhatia, K. K. S. (2004). “A supplementary approach for estimating reaeration coefficients.” Hydrolog. Process., 18(1), 65–79.
Jha, R., Ojha, C. S. P., and Bhatia, K. K. S. (2005a). “Estimating nutrient outflow from agricultural watersheds to the River Kali in India.” J. Environ. Eng., 131(12), 1706–1715.
Jha, R., Ojha, C. S. P., and Bhatia, K. K. S. (2005b). “Water quality and flow simulation in River Kali, India.” J. Inst. Eng. (India), Part AG, 85, 54–61.
Jolankai, G. (1997). “Basic river water quality models, IHP-V.” Technical documents in hydrology No. 13, UNESCO, Paris.
Koussis, A. D., Kolitar, P., and Mehta, R. (1990). “Modelling DO conditions in streams with dispersion.” J. Environ. Eng., 116(3), 601–614.
Li, W. H. (1962). “Unsteady dissolved-oxygen sag in a stream.” J. Sanit. Engrg. Div., 88(3), 75–85.
Li, W. H. (1972). “Effects of dispersion on DO-Sag in uniform flow.” J. Sanit. Engrg. Div., 98(1), 169–182.
McBride, G. B., and Rutherford, J. C. (1984). “Accurate modeling of river pollutant transport.” J. Environ. Eng., 110(4), 809–827.
Moog, D. B., and Jirka, G. H. (1998). “Analysis of reaeration equations using mean multiplicative error.” J. Environ. Eng., 124(2), 104–110.
Radwan, M., Willaims, P., El-Sadek, A., and Berlamont, J. (2003). “Modelling of dissolved oxygen and biochemical oxygen demand in river water using a detailed and a simplified model.” Int. J. River Basin Management, 1(2), 97–103.
Sharma, M., Krishna, H., Agrahari, P., and Saha, D. (2000). “Water quality modeling studies of River Ganga in Kanpur stretch: Estimation of nonpoint source.” Proc., ICIWRM-2000, NIH, Roorkee, India.
Siemens, J. (1970). “Numerical methods for the solution of diffusion-advection equations.” Rep. No. 88, Delft Hydraulics Lab., Delft, The Netherlands.
Streeter, H. W., and Phelps, E. B. (1925). “A study of the pollution and natural purification of the Ohio river.” Public Health Bull. No. 146, Public Health Service, Washington, D.C.
Texas Water Development Board. (1971). “Simulation of water quality in streams and canals.” Rep. No. 128, Texas Department of Water Resources, Tex.
Theriault, E. J. (1927). “The dissolved oxygen demand of polluted waters.” Public Health Bulletin No. 173, U.S. Public Health Service, Government Printing Office, Washington, D.C.
Thomman, R. V. (1974). Systems analysis and water quality management, McGraw-Hill, New York, 140.
Thomann, R. V., and Muller, J. A. (1987). Principles of surface water quality modelling and control, Harper and Row, New York.
Thomas, H. A. (1948). “Pollution load capacity of streams.” Wat. Sewage Wks, 95(11), 409.
Van Genuchten, M. T., and Alves, W. J. (1982). “Analytical solutions of the one-dimensional convective-dispersive solute transport equation.” Tech. Bull. No. 1661, U.S. Department of Agriculture, Agricultural Research Service, Washington, D.C.
Yu, F. X., Adrian, D. D., and Singh, P. (1991). “Modelling river quality by the superposition method.” J. Environ. Sys., 20(4), 1–16.
Information & Authors
Information
Published In
Copyright
© 2007 ASCE.
History
Received: Sep 1, 2005
Accepted: Jul 25, 2006
Published online: Aug 1, 2007
Published in print: Aug 2007
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.