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Numerical investigation of the effects of causeway opening configurations on horizontal currents of Lake Urmia

  • S. R. Sabbagh-Yazdi
  • L. GhelichKhany
  • K. KalhorEmail author
Original Paper
  • 22 Downloads

Abstract

Unlike Lake Urmia, its two neighbor lakes with similar climate and size have experienced stabilized condition over the past decades. Actually, greater impact of anthropological activities, compared to climatological parameters, on hydrological and ecological systems of Lake Urmia has been stated in the literature. In this paper, the impact of a recently constructed causeway on this lake is studied using environmental impact assessment approach. This study evaluates different alternatives for future re-development plans and clearly proves the importance of preliminary environmental studies during the design development phase of infrastructure projects. The depth-averaged flow module of NASIR finite volume solver was utilized to simulate the horizontal flow patterns in Lake Urmia. Considering hydrological and meteorological parameters, different scenarios regarding location and number of causeway openings (current opening location, opening in the middle of causeway, and 2 openings) were compared to the condition before causeway construction. Discharge values of 21 streams, average monthly evaporation of 5.93 mm/day and average monthly precipitation of 0.4 m/day were considered as input data of the developed model. The simulation results showed that horizontal flow circulations occur mostly on the southern part of the lake and the causeway opening variations generally affect the form of these circulations. In the scenario with causeway and only one opening in the middle, flow circulations present the most comparability to the lake’s flow circulation pattern before causeway construction, whereas the scenario with 2 openings has the least similarities.

Keywords

Lake Urmia causeway Horizontal flow circulations Depth-averaged flow solver Environmental impact assessment 

Notes

Acknowledgements

No financial funding was received for conducting this research. There is no conflict of interest to declare for this study. All authors contributed equally in the presented research work. The numerical analysis of this study was developed and enhanced based on the master’s thesis of the second author, at Islamic Azad University, Science and Research Branch in 2010 and has been evolved and improved since then. The environmental assessment discussions and also model enhancement were completed in 2018. Authors are thankful to Mr. Dexter Chen for proofreading the manuscript.

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Copyright information

© Islamic Azad University (IAU) 2019

Authors and Affiliations

  1. 1.Faulty of Civil EngineeringK. N. Toosi University of TechnologyTehranIran
  2. 2.Science and Research BranchIslamic Azad UniversityTehranIran
  3. 3.Department of Civil and Environmental EngineeringNortheastern UniversityBostonUSA
  4. 4.Engineering and Research DepartmentFrank Seta & Associates, LLCNew YorkUSA

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