Determination of River Self-Purification Capacity Using Qual2kw Mode Case Study: divandare River

Document Type : Research Article

Authors

1 Department of Water Engineering, SRBIAU, Tehran, Iran

2 Department of Water Engineering and Sciences, SRBIAU, Tehran, Iran

Abstract

Background and Objective: Knowledge of the process of change and the prediction of water quality parameters of the rivers provide the quantitative information needed to calculate the tolerable pollution load in the natural environment of the river, as well as a fuller understanding of the biological processes an environment. The main objective of this paper is to use the QUAL2Kw qualitative simulator model to model water quality in the Dyvandareh River and reduce river pollution by more adapting the amount of inputs of pollutants in different areas of the river with its ability to self-pollute.
Methods: In this study, the process of changing the important parameters of the water quality of the Diwandreh River, such as dissolved oxygen (D0), biological oxygenation (CBOD), chemical oxygen demand (COD), acidity (pH), electrical conductivity (EC) and temperature, and Calculating the percentage of self-pollination of the river from the beginning of the branch before the connection of the tallar river to the decaying parameters of BOD and COD, and to predict their changes, the QUAL2Kw qualitative simulation model has been used. In order to calibrate the model, data from December 2008 were used. Due to the ability of the model for automatic calibration in this study, calibration was done both manually and effortlessly. In order to evaluate and validate the model results, AME and root mean square error (RMSE) were used.

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Main Subjects


[1].   Tajrishi, M, Abrishamchi, A, Ahmadi M, Torkian, A. Vice Presidency for Strategic Planning and Supervision. Study guideline of river Self-purification Capacity. Islamic Republic of Iran. water technical report No. 481. 2009; 161 pp]Persian[
[2].    Hosseini P, Hosseini Y. Investigating the variation of self-propagation power of Karun River in 87 and 92 years using QUAL2KW model in Ahvaz city. AmirKabir Journal of Civil Engineering. 2017;49(1):35-46. ]Persian[
[3].   Khodam Mohammadi M, Boustani F. Assessment of self-healing power and the role of dissolved oxygen in the quality of water in the river of Khor (Case study: Droodzan Dam down to Lake Tashkh-Bakhtegan). Journal of Water Resources Engineering. 2017;7(27):85-98. ]Persian[
[4].   Shokri S, Hooshmand A, Moaz H. Qualitative simulation of ammonium and nitrate in the Gregor River using the QUAL2KW model. Journal of Wetland Ecobiology. 2015;7(68):23-57. ]Persian[
[5].   Kalburgi PB, Shareefa RN, Deshannavar UB. Development and Evaluation of BOD-DO Model for River Ghataprabha near Mudhol (India), using QUAL2K. I.J Engineering and Manufacturing. 2015;5(1),15-25.
[6].   Sarda P, Sadgir DP. Water Quality Modeling and Management of Surface Water using Soft Tool. International Journal of Science, Engineering and Technology Research (IJSETR). 2015;4(9),2988-2992.
[7].   Pellerire GJ, Chapra SC, Tao H. QUAL2Kw- A framework for modeling water quality in streams and rivers using a genetic algorithm for calibration. Environmental Modeling & Software. 2006;21(3),419-425.
[8].   Pelletier GJ, Chapra SC. QUAL2Kw user manual (version 5.1): A modelling framework for simulating river and stream water quality. Environmental Assessment Program, Olympia, Washington. 2008,112 pp.
[9].   Rafiee M, Akhondali AM, Moazed H, Lyon SW, Jaafarzadeh N, Zahraie B. A Case Study of Water Quality Modeling of the Gargar River, Iran. Journal of hydraulic structures. 2013;1(2):10-22.
[10].        Azimi MM, Hashemi S, Barekatin S, Jafari Gol F. Investigation of self-purification With the help of the results of qualitative simulation (study area: Sefidrood river). National Water Conference with Clean Water Approach, University of Water and Power Industry (Shahid Abbaspour), Tehran, Iran. 2009. ]Persian[