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DESIGN AND CONSTRUCTION OF MALANA HYDROELECTRIC POWER TUNNEL, INDIA

机译:Malana水电站隧道设计与施工

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The Malana Hydroelectric Project is a private development located in Himachal Pradesh State, India that was commissioned in June 2001. The plant was built and is owned by the Malana Power Company, a subsidiary of the Bhilwara Group of New Delhi. With a total head of 400 m and nominal capacity of 86 MW, the plant is capable of generating 360 GWh annually. The 3,1 km long, 4,0 m diameter power tunnel was designed to be excavated by conventional drill and blast methods. Contrary to traditional practice in India for pressure tunnels of providing a concrete lining, the Malana tunnel was finished mainly with shotcrete. In this way, the tunnel was completed in a period of 18 months, a record for recent projects in the Himalayas, and at a cost substantially below that of conventionally lined tunnels. An interesting aspect of the project was the design of the steel tunnel liner linking the power tunnel to the penstock. The length of the liner was fixed finally on the basis of in-situ testing using both hydraulic jacking and doorstopper tests to evaluate the ability of the rock to withstand the internal pressure of 4,0 MPa that exist near the downstream end of the tunnel.
机译:Malana水电项目是一家位于2001年6月委托的喜马偕尔邦州的私营企业。该工厂由Malana Power Company是新德里的Bhilwara集团的子公司拥有。总部总部为400米,标称容量为86兆瓦,该工厂每年能够产生360 GWH。 3,1公里长,4.0米直径的功率隧道设计为常规钻头和爆炸方法挖掘。与印度的传统实践相反,对于提供混凝土衬砌的压力隧道,Malana隧道主要与吸尘器完成。通过这种方式,隧道在18个月内完成,为喜马拉雅山最近项目的记录,并以常规排列隧道的成本实质上。该项目的一个有趣方面是将电源隧道连接到钢板的钢隧道衬里的设计。最后的基于原位测试的衬里的长度是使用液压起床和门闩置测试的基础测试,以评估岩石以承受隧道的下游端附近存在的4,0MPa的内部压力的能力。

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