International conference on construction engineering and project management (국제학술발표논문집)
- 2009.05a
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- Pages.168-172
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- 2009
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- 2508-9048(eISSN)
SHIHMEN SEDIMENT PREVENTION DIVERSION TUNNEL PLANNING AND DESIGN
- Ho-Shong Hou (Ministry of Economic Affairs) ;
- Ming-Shun Lee (Water Resources Agency, Ministry of Economic Affairs) ;
- Percy Hou (Fortune Information Systems Corp)
- Published : 2009.05.27
Abstract
Shihmen reservoir was started in May 1963. The main purposes of Shihmen reservoir are for agriculture, power supply, flood control and tourism. Shihme Asn dam is an earth dam. Its crown height is 133m above mean sea level, with length 360 m, watershed 763.4 km2, and maximum volume 309 million cms. Turbidity in Shihmen dam was severely affected by typhoons Aere (2004) and Masa (2005). Increased deposition after Aere was 28 million cms. Turbidity at Shihmen Canal Inlet is 3000 NTU (Nephelometry Turbidity Unit). Sediment sluicing strategies for downstream channel are demanded. Therefore, diversionary sediment preventing channel is planned in the upstream of Shihmen reservoir. Finally, turbid flow in tunnel channel is bypassed and diverted its flow down to downstream.