Technical Papers
Jan 12, 2015

Investigation of Reservoir Qualitative Behavior Resulting from Sudden Entry of Biological Pollutant

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Publication: Journal of Irrigation and Drainage Engineering
Volume 141, Issue 8

Abstract

In this paper, fluctuation in reservoir water quality is simulated and evaluated upon the sudden entry of a biological load. By using Version 3.2 of the two-dimensional quality simulation software CE-QUAL-W2, Iran’s Karaj Reservoir is simulated, and a biological pollutant with coliform index is considered as the level of the pollutant. By considering factors involved in dispersion, advection, and decay of coliform, nine factors (nine sets of scenarios) are defined, and their influences on the pollution behavior are investigated. To investigate further, pollutant behavior is evaluated in various scenarios: water release, level of water withdrawals, input pollutant load volume, coliform decay rate, stored water volume in the reservoir, entry location of pollutant load, effect of water temperature on coliform decay, inflow to reservoir, and coliform sedimentation rate. Results show that some factors affect the pollutant behavior significantly, such as stored water volume in the reservoir and entry location of the pollutant load, so that the main changes in released pollution concentration appear with a decrease and increase of 25% in reservoir storage volume. Also, the closer the pollutant load entry location to the reservoir outlet, the higher the released pollution concentration. Maximum pollution released from the reservoir in the condition of entry of pollutant load in the lower third of the reservoir relative to the entry of pollutant load in the upper third is 15 times more.

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Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 141Issue 8August 2015

History

Received: Mar 29, 2014
Accepted: Dec 8, 2014
Published online: Jan 12, 2015
Discussion open until: Jun 12, 2015
Published in print: Aug 1, 2015

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Authors

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Omid Bozorg Haddad [email protected]
Associate Professor, Dept. of Irrigation and Reclamation, Faculty of Agricultural Engineering and Technology, College of Agriculture and Natural Resources, Univ. of Tehran, Karaj, 3158777871 Tehran, Iran (corresponding author). E-mail: [email protected]
Parisa-Sadat Ashofteh [email protected]
Ph.D. Candidate, Dept. of Irrigation and Reclamation, Faculty of Agricultural Engineering and Technology, College of Agriculture and Natural Resources, Univ. of Tehran, Karaj, 3158777871 Tehran, Iran. E-mail: [email protected]
Mohsen Ali-Hamzeh [email protected]
M.Sc. Graduate of Water Engineering, Dept. of Civil Engineering, College of Technology and Engineering, Univ. of Islamic Azad (Central Tehran Branch), 3158777871 Tehran, Iran. E-mail: [email protected]
Miguel A. Mariño, Dist.M.ASCE [email protected]
Distinguished Professor Emeritus, Dept. of Land, Air and Water Resources, Dept. of Civil and Environmental Engineering, and Dept. of Biological and Agricultural Engineering, Univ. of California, 139 Veihmeyer Hall, Davis, CA 95616-8628. E-mail: [email protected]

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