KAROON DAM III – EXCAVATION & CONSOLIDATION OF A PART OF WATER TUNNEL, TRANSITIONS, VERTICAL PART OF SHAFTS, PENSTOCKS, ADITS, ETC

تونل انحراف آب سد و نیروگاه داریان
تونل انحراف آب سد و نیروگاه داریان
احداث سد مخزنی فرغویه
احداث سد مخزنی فرغویه
كارون 3-بيفوركيشن شماره 1
كارون 3-بيفوركيشن شماره 1
تونل انحراف آب سد و نیروگاه داریان

DESCRIPTION:


In Karoon Dam III project, two portal intakes for the first stage of the operation and also one portal intake for the development project of the relevant power plant are constructed.

Two intake tunnels, which are connected to four water tunnels through two bifurcations, finally arrive at four shafts, and the water required for the power plant of Karoon Dam III is transferred through these two tunnels.

SPECIFICATIONS:


  •  Total Length of Tunnels: 1,920.- meters
  • Cross-Section Area: 30 to 340.- square meters
  • Volume of Underground Excavation: 110,000.- cubic meters
  • Volume of Open-cut Excavation: 50,000.- cubic meters
  • Installed Bolts: 80,000.- meters
  • Weight of Mesh: 150,000.- kilograms
  • Shotcrete Area: 50,000.- square meters
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