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Dergiler / Turkish Journal of Science and Technology / 2026 / Volume: 13 Issue: 1

CFD Analysis of Ilısu Dam Sluice Outlet

M. Cihan Aydin
Ali Emre Ulu
Çimen Karaduman
Sayfa
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Yayın Tarihi
2018-03-01
DOI
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⚡ TL;DR(1 Cümlede Hızlı Çıkarım)

A good agreement was achieved between both results, and some useful results of CFD were presented for design of the outlet.

📌 3 Maddede Bu Makale

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Amaç & Hipotez:Ilisu Dam is one important energy projects in Turkey.
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Temel Bulgular & Veri:After it is completed, it is expected that it will contribute to the country economy approximately $300 million annually.
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Sonuç & Katkı:A good agreement was achieved between both results, and some useful results of CFD were presented for design of the outlet.
🔬Tür:Modelleme & Sayısal Simülasyon
📍Kapsam:Genişletilmiş Akademik Örneklem
⚙️Değişkenler:Ilisu Dam · Sluice Outlet · CFD

Abstract

Ilisu Dam is one important energy projects in Turkey. After it is completed, it is expected that it will contribute to the country economy approximately $300 million annually. One of the most remarkable engineering designs of the dam is the conversion of diversion tunnels of 12 m in diameter and about 1 km in length into sluice outlet structure. In this study, the CFD simulation of Ilısu Dam sluice outlet were performed with 1/40 scale. The obtained CFD results were compared with physical model observations conducted by the State Water Works (SWW). A good agreement was achieved between both results, and some useful results of CFD were presented for design of the outlet.

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Bu Makaleye Atıf Yap

Aydin, M. C., Ulu, A. E., Karaduman, Ç. (2018). CFD Analysis of Ilısu Dam Sluice Outlet. Turkish Journal of Science and Technology, Volume: 13 Issue: 1. https://ajindex.com/articles/1557915

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  1. Khan, L.A., Wicklein, E.A., Rashid, M., Ebner, L.L. and Richards, N.A. (2008). Case study of an application of a computational fluid dynamics model to the forebay of the Dalles Dam, Oregon, Journal of Hydraulic Engineering, 134(5): 509-519. 2.Cassan, L. and Belaud, G. (2011). Experimental and numerical investigation of flow under sluice gates. Journal of Hydraulic Engineering, 138(4), 367-373. 3.Zhang, Y., Xia, J, Shao, Q and Zhang, X. (2011). Experimental and simulation studies on the impact of sluice regulation on water quantity and quality processes. Journal of Hydrologic Engineering, 17(4): 467-477. 4.Li, S., Cain, S. Wosnik, M., Miller, C., Kocahan, H and Wyckoff, R. (2010). Numerical modeling of probable maximum flood flowing through a system of spillways, Journal of Hydraulic Engineering, 137(1): 66-74. 5.Ebner, L.L: (2014). Practical Use of Computational Fluid Dynamic Models as a Design Tool-Limitations and Assumptions. Critical Transitions in Water and Environmental Resources Management, 2004, pp. 1-10. 6.Rakowski, C.L, Richmond, M.C. Serkowski, J.A. and Perkins, W.A. (2010). Computational Fluid Dynamics Modeling of the Bonneville Project: Tailrace Spill Patterns for Low Flows and Corner Collector Smolt Egress (No. PNNL-20056), Pacific Northwest National Laboratory, (PNNL), Richland, WA (US). 7.Kökpinar, M.A. and Çelik, H.Ç. (2002). Deriner Baraji Tünelli Dolusavak Havalandiricilari Büyük Ölçekli Hidrolik Model Çalişmalari. 8.DSİ, (2013). Ilısu Barajı ve HES Projesi Dipsavak Tüneli Ek Hidrolik Çalışmaları (M-398), Fiziksel Model Deney Raporu, DSİ TAKK Dairesi Başkanlığı Hidrolik Model Laboratuvarı Şube Müdürlüğü. Ankara. Rapor No: Hİ-1022, 119 s. 9.Wikipedia, (2017), Ilısu Dam. https://en.wikipedia.org/wiki/Il%C4%B1su_Dam, Accessed date: 26 Feb. 2017. 10.FLOW-3D (2016).
  2. User Manual, Theory Guide.