본문 바로가기
KERD
논문KCI 등재

소양강수력 연간발전량 재산정 조사 연구

The Re-calculation Study on Annual-Generation of the Soyang Hydropower-Plant

0

조회

0

다운로드

0

인용

0

참고문헌

키워드

초록

Greenhouse gas emissions driven by increases in global energy consumption have caused changes in the climate, such as severe drought or localized torrential downpours. The operations of hydropower dams are also expected to change. The amount of rainfall variations has the most influence on the Hydraulic power, which has increased from 787 mm to 2,204 mm. Since 1990, the drought periodicity has shortened from the 5~10-year-cycle droughts to 2~3-year-cycle droughts. Hydroelectric power, as clean electricity generation to counter climate change and environmental pollution has become a greater priority. On the other hand, there is difference between the assessed annual output of a dam establishment and the actual output of a real condition, because of climate change. For a short- and long-term demand supply program, modification of annual energy production will be necessary. In this paper, the inflows into dam were classified into five categories (37, 20, 15, 10, or 5 years) and the annual energy production was determined using simulation models of reservoirs. (HEC-ResSim). The pattern of power supply was analyzed and compared by reflecting a growing trend of the average rainfall from climate change. A figure of 483 GWh based on inflows into the dam over the past 10 years was appropriate for the annual energy production of the Soyang River hydroelectric plant.

Abstract

Greenhouse gas emissions driven by increases in global energy consumption have caused changes in the climate, such as severe drought or localized torrential downpours. The operations of hydropower dams are also expected to change. The amount of rainfall variations has the most influence on the Hydraulic power, which has increased from 787 mm to 2,204 mm. Since 1990, the drought periodicity has shortened from the 5~10-year-cycle droughts to 2~3-year-cycle droughts. Hydroelectric power, as clean electricity generation to counter climate change and environmental pollution has become a greater priority. On the other hand, there is difference between the assessed annual output of a dam establishment and the actual output of a real condition, because of climate change. For a short- and long-term demand supply program, modification of annual energy production will be necessary. In this paper, the inflows into dam were classified into five categories (37, 20, 15, 10, or 5 years) and the annual energy production was determined using simulation models of reservoirs. (HEC-ResSim). The pattern of power supply was analyzed and compared by reflecting a growing trend of the average rainfall from climate change. A figure of 483 GWh based on inflows into the dam over the past 10 years was appropriate for the annual energy production of the Soyang River hydroelectric plant.

참고문헌 (22)

  1. Ralph A. Wurbs, "Texas Water Availability Modeling System", J. Water Resour. Plann. Manage, 131(4), pp.270~279 (2005)
  2. Ralph A. Wurbs, "Reservoir‐System Simulation and Optimization Models", J. Water Resour. Plann. Manage, pp.455~472 (1993)[DOI]
  3. Martinez, Ramiro, "Monthly Time Step WRAP Modeling Using Environmental Instream Flow Requirements", JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT (2011), ASCE
  4. Water Right Analysis Package (WRAP) model-ing system reference manual, "Wurbs, R. A.", Texas Water Resources Institute, College Station, ~, pp.Tech Rep. 255 (2003)
  5. Water Right Analysis Package (WRAP) model-ing system users manual, "Wurbs, R. A.", Texas Water Resources Institute, College Station, ~, pp.Tech Rep. 256 (2003)
  6. Application of Expanded WRAP Modeling Capabilities to the Brazos WAM, "Wurbs, R. A.", Texas Water Resources Institute, College Station, ~, pp.Tech Rep. 389 (2010)
  7. Fundamentals of Water Availability Modeling with WRAP, "Wurbs, R. A.", Texas Water Resources Institute, College Station, ~, pp.Tech Rep. 283 (2010)
  8. WRAP hydro data model: Finding input parameters for the Water Rights Analysis Package, "Goplan, H", Texas Water Resources Institute, College Station, ~, pp.Tech Rep. 233 (2003)
  9. Brazos River Authority, "Water Permit Application:No. 5814", Texas Commission on Environmental Quality, ~ (2004)
  10. Matrosov, Evgenii S., "Simulating the Thames water resource system using IRAS-2010" (2010), International Environmental Modelling and Software Society
  11. "More about the Thames River Basin District" (2009)[URL]
  12. Klipsch, J. D., "HEC-ResSim reservoir system simulation user’s manual version 3.0", USACE, 512~ (2007)
  13. Basson, M.S., "Probabilistic management of water resource and hydropower systems" (1999), Water Resources Publications
  14. Ministry of Construction, "Soyang hydroelectric project", ~ (1964)
  15. K-water, "2010년 발전사업통계", ~ (2011)
  16. K-water, "댐운영실무편람" (2011)
  17. 기존댐 용수공급능력조사(한강수계) 보고서, "건설교통부", ~ (1997)
  18. K-water, "소양강다목적댐 관리연보", ~ (2011)
  19. 이상호, "보장 공급량 분석에 의한 댐의 물 공급 안전도 평가기법 연구", 한국수자원학회 논문집, 39(5), pp.467~478 (2006), 한국수자원학회
  20. US Army COE, "Hydrologic engineering requirements for reservoirs", EM 1110-2-1420, 12-12~12-13 (1997)
  21. 건설부, "댐시설기준", ~ (1993)
  22. 박경원, "기후변화에 따른 소양강댐 유입량산정 비교 연구", 제 40 회 대한토목학회 정기 학술대회(2014), pp.985~986 (2014)

관련 논문AI추천

이 간행물의 다른 논문 (4건)