IJEM Vol. 5, No. 1, 8 Mar. 2015
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Water quality modeling, QUAL2K, River pollution, River Ghataprabha, Calibration
The present study involves the application of a water quality model QUAL2K for developing the BOD-DO model and evaluation of the results for a 50 km stretch of river Ghataprabha near Mudhol town of Bagalkot district, Karnataka. QUAL2K is a modeling framework for simulating river and stream water quality. Arc-GIS technique is used to obtain some hydro-geometric data of the river for input to model QUAL2K. For calibration and validation of the model, the BOD and DO values were monitored at six different locations. The calibrated model was validated to predict water quality using a different set of data under different conditions. The performance of the model was evaluated using statistics based on Standard errors (SE), Normalized Mean Errors (NME) and Mean Multiplicative errors (MME). The SE and MME values for BOD and DO during calibration are, 1.41 (1.12) and1.28 (0.90), respectively. The values in the bracket show MME. Corresponding values for the validation are 1.27 (1.09) and 1.10 (0.96). These results show that the values predicted by the model are in close agreement with measured values.
P. B. Kalburgi, R. N. Shareefa, U. B. Deshannavar,"Development and Evaluation of BOD–DO Model for River Ghataprabha near Mudhol (India), using QUAL2K", IJEM, vol.5, no.1, pp.15-25, 2015. DOI: 10.5815/ijem.2015.01.02
[1] Bhuvaneswaran NG, Rajeswari S. Water quality of river Adyar in Chennai city-The River a Boon or Bane. Indian J Env Protection 1999;19(6):412 – 5.
[2] Chapra SC, Pelletier GJ, Tao H. QUAL2K: A Modeling Framework for Simulating River and Stream Water Quality, Version 2.04: Documentation and Users Manual. Civil and Environmental Engineering Dept., Tufts University, Medford, MA; 2005.
[3] Brown LC, Barnwell Jr TO. The enhanced stream water quality models QUAL2E and QUAL2E-UNCAS: documentation and user manual. EPA/600/3-7/007, USEPA, Environmental Research Laboratory, Athens, GA, USA; 1987.
[4] APHA. Standard Methods for the Examination of Water and Wastewater: 20th ed. American Public Health Association, Washington, DC; 1998.
[5] George LB, William BM, Donald BP, Carrie LC, James RP, Gretchen LR, Kay MJ, Peter WHC, Steve AG, Charles EC. Rates, constants and kinetic formulations in surface water quality modelling. 2nd ed. U.S. Environmental Protection Agency, EPA/600/3-85/040; 1985.
[6] Pelletier GJ, Chapra SC. QUAL2KW theory and documentation (Version 5.1), a Modeling Framework for Simulating River and Stream Water Quality; 2005. online: http://w.w.w.ecy.wa.gov/programs/eap/models/.
[7] Moog DB, Jirka DH. Analysis of reaeration equations using mean multiplicative error. J. of the Env. Engg. Division, ASCE; 1998.