Abstract
Shahrchay dam is one of the dams that, due to its geological and climatic conditions, there exists a considerable possibility of overflow and consequently its break. It is considered an imminent threat to Urmia city due to its proximity to the downstream residential areas. Therefore, in this study, the dam break is modelled and the resulting flood-prone areas downstream of the dam which includes the residential areas of Urmia city is investigated. To achieve this goal, used two hydraulic models, BREACH-GUI and OpenFOAM. The dam break is modelled based on the physical parameters of the Dam by OpenFOAM. Then using downstream geographical features, the vulnerable areas against floods (flood-prone areas) are marked for a 100-year return period by HEC-RAS and Arc-GIS software. The results show that the two hydraulic models in question yielded similar dam break results. More precisely, the BREACH-GUI model calculated the maximum output velocity at the bottom of the dam at a distance of 1 km at about 13 m per second with a height of 12 m. In contrast, the OpenFOAM model calculated the maximum velocity at a distance of 900 m at an altitude of 11 m. Flood zoning due to dam break showed that about 18% of the area of Urmia city, 73% of Band village, 68% of Noshan Sofla village, and 76% of Noshan Olya village due to rising water flow are directly affected by dam break with a population of 136,000.
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References
Arzanluo A, Hassanzadeh Y, Kardan N (2016) Numerical simulation of dam Break and flood mapping in order to plan a rapid response (Case Study: Orumiyeh Shahrchay Dam). Iran J Sea Tech 3(2):83–98
Aziz Shaikh A, Pathan AI, Waikhom SI et al (2022) Application of latest HEC-RAS version 6 for 2D hydrodynamic modeling through GIS framework: a case study from coastal urban floodplain in India. Model Earth Syst Environ. https://doi.org/10.1007/s40808-022-01567-4
Baghlati A (2010) Using the water level gradient method in the flux vector difference separation method in the numerical solution of shallow water equations. Iran J Water Wastewater (4):81–89
Farahmand G, Khaledi S, Maleki S (2017) Microzonation and comparison of urban flood risk using integrated models of Arc GIS fuzzy operators and fuzzy hierarchical analysis (case study: Urmia city). Q J Urban Dev Stud 1(3):65–77
Galoy M (2003) Two-dimensional modeling of dam break phenomenon by implicit beam and warming method. M.Sc. Thesis, Tehran: University of Tehran.
Ghanadkar Sarabi M (2011) Numerical model of earthen dam break due to water overflow from the body, Master Thesis, University of Tehran, Tehran
Haltas I, Gokmen T, Sebnem E (2016) Two-dimensional numerical modeling of flood wave propagation in an urban area due to U¨ rkmez dam-break Izmir Turkey. Nat Hazards J. https://doi.org/10.1007/s11069-016-2175
Hassanzadeh Y, Nourani V, Sepehri V et al (2015) Wave analysis due to dam break and flood plain zoning using a mathematical model (case study: Vanpar Dam). J Soil Sci 25(1):1–15
Kumar N, Kumar M, Sherring A et al (2020) Applicability of HEC-RAS 2D and GFMS for flood extent mapping: a case study of Sangam area, Prayagraj, India. Model Earth Syst Environ 6:397–405. https://doi.org/10.1007/s40808-019-00687-8
Lysenko DA, Ertesvag IS, Rian KE (2012) Large-eddy simulation of the flow over a circular cylinder at Reynolds number 3900 using the OpenFOAM toolbox. Flow Turbul Combust 89(4):491–518
Montelpare DVS, Ricci R (2016) Detached–eddy simulations of the flow over a cylinder at Re = 3900 using OpenFOAM. Comput Fluids 136(10):152–169
Sakoo Consulting Engineers Company (2000) Preliminary studies of Shahrchay dam network. West Azerbaijan Regional Water Company
Prabnakorn S, Suryadi FX, Chongwilaikasem J et al (2019) Development of an integrated flood hazard assessment model for a complex river system: a case study of the Mun River Basin Thailand. Model Earth Syst Environ 5:1265–1281
Samet K, Ashrafi M, Golmohammai H, et al (2019a) Shahar Chay Dam-Break simulation using OpenFOAM. In: 6th International Conference on Civil, Architectural and Environmental Science
Samet K, Hoseini K, Karami H et al (2019b) Comparison between soft computing methods for prediction of sediment load in rivers: Maku dam case study. Iran J Sci Technol Trans Civil Eng 43:93–103. https://doi.org/10.1007/s40996-018-0121-4
Samkhaniani N (2012) Modeling flow and heat transfer with OpenFOAM 2, 1st edn. Andishehsara Publications, Tehran
Sareshtehdari A, Wardi R (2012) Modeling fluid flow and heat transfer using OpenFOAM software, 2nd edn. Shahroud University of Technology, Shahroud
Shamsaii A, Mousavi S (2009) Investigation and evaluation of earthen dam break parameters (Case study of Aydoghmush Dam). Q J Civil Eng Islamic Azad Univ 2(1):65–73
Sohrab Moghadam M (2015) Flow study due to dam break using OpenFOAM software, Master Thesis in Civil Engineering and Hydraulic Structures, Faculty of Engineering, Qom University
Tarek T, Abdulrasheed OA, Jaan HP (2018) Laminar and turbulent analytical dam break wave modelling on dry-downstream open channel flow. Fluid Mech Res Int J 2(5):177–180
Zhang Yu, Nan F, Glotko AV (2016) The forecast of flooding resulting from dam break near Nizhny Novgorod. Proced Eng 154:1306–1313
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Farahmand, G., Samet, K., Golmohammadi, H. et al. Numerical study of Shahrchay dam break and locating the flood prone areas of Urmia city led from it. Model. Earth Syst. Environ. 9, 4573–4582 (2023). https://doi.org/10.1007/s40808-023-01764-9
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DOI: https://doi.org/10.1007/s40808-023-01764-9