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首页> 外文期刊>International Journal on Hydropower & Dams >Design nears completion at the Karakuz dam and hydro scheme
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Design nears completion at the Karakuz dam and hydro scheme

机译:Karakuz大坝和水利枢纽设计接近完成

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摘要

The Karakuz project site is within the boundaries of Adana Province, located at Camlibel village. The dam will be on the Korkiin creek which is a tributary of upper Seyhan river at an elevation of 801 m. This project makes use of the total head of 570.8 m available between els. 831 m and 860.2 m of the basin to produce 305 GWh/year of energy at a hydroelectric plant with an installed capacity of 76 MW. The height of the dam will be 32 m from thalweg and the spillway will be of the uncontrolled overflow type on the concrete structure, and has been designed to pass a maximum flood of maximum 577 m~3/s (Q1000)- The diversion tunnel has a diameter of 4.5 m which provides a maximum capacity of 130 m~3/s. Water will be conveyed to the powerhouse by a concrete lined tunnel of 11 km length and 3 m diameter. At the end of the tunnel, penstocks 1350 m long and 2 m in diameter lead from a surge tank. The powerhouse has two units with 38 MW installed capacity each. Each unit has a maximum design capacity of 8.2 mVs.
机译:Karakuz项目所在地位于Camlibel村的Adana省的边界内。该水坝将在高海拔801 m的塞金河上游支流科尔金河上。该项目利用了els之间可用的总高度570.8 m。该流域831 m和860.2 m的水力发电厂的装机容量为76 MW,年发电量为305 GWh。大坝的高度距thalweg约32 m,溢洪道为混凝土结构上的不受控制的溢流型,并设计为可通过最大577 m〜3 / s(Q1000)的最大洪水-导流隧道直径为4.5 m,最大容量为130 m〜3 / s。水将通过长度为11 km,直径为3 m的混凝土衬砌隧道输送到发电站。在隧道的尽头,从调压罐引出长1350 m,直径2 m的压力管道。该发电站有两个装机容量分别为38兆瓦的机组。每个单元的最大设计容量为8.2 mVs。

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