• Title/Summary/Keyword: Sihwa tidal power plant

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Residence Time Variation by Operation of Sihwa Tidal Power Plant in Outer Sea of Sihwa Lake (시화호 조력발전소 운영에 의한 시화호 외측 해역에서의 체류시간 변화)

  • Bae, Youn Ho;Yoon, Byung Il;Seo, Chang Hoon;Park, Sung Jin;Bang, Ki-Young;Kwon, Hyo-Keun;Woo, Seung-Buhm
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.29 no.5
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    • pp.247-259
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    • 2017
  • Numerical model with LPT (Lagrangian Particle Tracking) module was used to understand the variation of residence time in the outer sea of the Sihwa lake result operating from the Sihwa tidal power plant. Numerical model was composed in order to investigate the spatial distribution characteristics, the average residence time in each area was calculated by dividing the outer sea area of Sihwa lake into 4 areas. The average residence time of the areas appeared to be increase as it entered the areas located in the inner bay (13 days) from the area located in most outer sea (3 days) both before and during operation. Variation of average residence time by areas were increased in the area that was located in the most outer sea of during operation compared to before operation, and decreased in the other area. Artificial discharges from tidal power plant induces particle traps in the formation of vortex in the area located in the most outer seas, entrainment in the remaining areas, which affects variation in residence time. In other words, the jet flow generated during drainage and the change in the residence time due to the vortex and entrainment action indicate the increase horizontal mixing of water in the outer sea and in the inner bay.

The study on Estimate of Tidal Power Using Matlab T-tide Based on Tide Prediction (Matlab T-tide를 이용한 조위예측기반의 조력발전량 산정에 관한 연구)

  • Lee, Sung-Hun;Kwak, Hee-Jin;Kim, Jong-Deug;Lee, Eun-Chun;Kim, Ji-Chan;Jeon, Kyeong-Sik
    • Proceedings of the KIEE Conference
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    • 2015.07a
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    • pp.1048-1049
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    • 2015
  • The sihwa tidal power plant is the first tidal power plant in korea and the biggest of the world. The tidal power turbine is operated by tidal energy. The tidal energy is generated by the relative motion of the earth and celestial masses specially the sun and the moon, which interact via gravitational forces. The tidal power is estimated by the predicted the tidal amplitude and phase. This paper gives a process of estimate of tidal power using Matlab T-tide based on tide prediction. The proposed method is tested using actual recorded data comparing to predicted date.

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Status and Feasibility Study on Tidal Energy Technology (조력에너지 기술 현황 및 경제성 분석)

  • Cho, Young-Beom;Wee, Jung-Ho;Kim, Jeong-In
    • Journal of Energy Engineering
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    • v.19 no.2
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    • pp.103-115
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    • 2010
  • Currently, many nations in the world make a strong effort to exploit the new and renewable energy. Tidal energy is the constant and regular power sources with higher and more stable quality compared to other renewable sources. The present paper reports the status of tidal energy analyzing its latest technology and development. In addition, a feasibility study on two types of tidal power plant(TPP) systems is conducted based on many assumptions, conditions and data involved in the Korea environment. The Sihwa and Uldolmok TPP are considered as the reference of tidal barrage(TB) and tidal in stream energy conversion(TISEC) type, respectively. While TB technology is currently mature and reliable, there still remain many environmental issues. Whereas, TISEC is recently received more attention due to its environmental friendly aspect. Therefore, the TISEC is believed to be very promising technology as the TPP. The unit electricity generation cost of Sihwa TPP is approximately 67.3 KRW/kWh. However, considering additional cost of Sihwa lake construction, it increases to 254 KRW/kWh. In Uldolmok, the unit electricity generation cost is calculated to be about 400 KRW/kWh, which is even higher than that of Sihwa TPP. This is ascribed to high cost of TISEC device and construction cost due to its technological infancy as well as relatively small power capacity. Nevertheless, the TISEC technology would be substantially developed in the future due to its many advantageous features.

The latest grounding design technique with Sihwa tidal power plant construction (시화호 조력발전소 건설공사를 모델로 한 최근접지설계 기법)

  • Kang, Dong-Hyung;Kim, Jong-Deug;Park, Sung-Oh
    • Proceedings of the KIEE Conference
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    • 2006.07a
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    • pp.112-114
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    • 2006
  • 과거 국내 접지설계는 요구 접지저항값 중심의 설계로 위험전압에 대한 접근은 미흡한 실정이었으나 최근에는 국외에서 중요시하고 있는 접지계의 안전전압에 중점을 둔 접지설계가 이루어지고 있다. 이에 시화호 조력발전소 건설공사의 접지설계를 모델로 하여 최근접지설계 기법을 정리하였다.

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Variation of Corrosion Properties on the Steel Surface by Environmental Changes in Shihwa Lake (시화호 환경 변화에 따른 강재 표면의 부식특성 변화)

  • Park, Jun-Mu;Lee, Seung-Hyo;Woo, Sang-Kyun;Chu, In-Yeop;Lee, Myeong-Hoon
    • Journal of the Korean institute of surface engineering
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    • v.51 no.5
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    • pp.316-324
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    • 2018
  • Harsh seawater environment is subdivided into marine atmosphere, splash zone, tidal zone, submerged zone and bottom of sea depending on the exposed part. Since corrosion rate depends on the conditions of the exposed parts, proper protection and maintenance for each parts are essential for long-term use of steel structures in seawater environment. For steel structures which were installed in Shiwha Lake, a special maintenance system is required to guarantee its long-term durability and safety. As the tidal power plant has recently been operated, the salinity has risen due to the rapid influx of seawater upstream into Sihwa Lake and the corrosion tendency of the structure is variable according to the water level fluctuation. In this study, corrosion properties of steel structures under water level fluctuation was evaluated by corrosion rate measurement, visual inspection and natural potential measurement and their durability and life management were discussed in view of the effect of variation in of seawater level fluctuations in Shihwa Lake.

The Intertidal Restoration and Relationship with Water birds According to Before and After Operation of Sihwa Lake Tidal Power Plant (시화호 조력발전소 가동 전·후 조간대 복원과 수조류와의 관계)

  • Park, Chi-Young;Kim, Ho-Joon;Paik, In-Hwan;Jin, Seon-Deok;Paek, Woon-Kee;Lee, Joon-Woo
    • Korean Journal of Environment and Ecology
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    • v.30 no.3
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    • pp.320-327
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    • 2016
  • Intertidal zone has been restored by the Sihwa Lake tidal power plant is operating in 2012. After restoration, to check the difference of bird group's community change out, the examination has been carried out from 2009 to 2014 when sea dike sluicer runs, the intertidal zone area was increased to $20.3km^2$ after restoring in $5.3km^2$. There was no significant difference in the number of individuals congestion of the whole, but the results of analysis of the differences between the six bird group by number of individuals, it showed a significant difference in Diving ducks(p = 0.237) the Herons (p<0.001), Swans and Geese (p<0.01), Dabbling ducks (p<0.001), showed a significant difference in the Shore birds (p<0.001) gulls (p<0.001) except for diving of ducks. Sihwa Lake intertidal zone was only just been restored, but environment and the improvement of benthic ecosystem has been carried out, It is determined that waterfowls that living based on intertidal zone are also affected. This study is a good example of the restoration of the intertidal zone that disappeared, which hard to find a similar case. It will be utilized as basic data of ecological monitoring for the conservation and management of the future of the intertidal zone later.

Development of the Seepage Flow Monitoring Method by the Hydraulic Head Loss Rate (수두손실률에 의한 침투류 감시기법 개발)

  • Eam, Sung-Hoon;Kang, Byung-Yoon;Kim, Ki-Wan;Koo, Ja-Ho;Kang, Shin-Ik;Cha, Hung-Youn;Jung, Jae-Hyun;Cho, Jun-Ho;Kim, Ki-Soo
    • Journal of the Korean Geotechnical Society
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    • v.26 no.5
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    • pp.37-48
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    • 2010
  • In this study, the seepage flow monitoring method by the hydraulic head loss rate was developed for the purpose of application to offshore construction site enclosed by cofferdams in which seepage force varies periodically. The amount of the hydraulic head loss rate newly defined in this graph was in a range between 0 and 1. The zero of the rate means the existence of flow with no seepage resistance. The 1 of the rate means no seepage flow through the ground. The closer to 1 the coefficient of determinant in the hydraulic head loss graph is, the more the ground through which seepage water flows is stable. The closer to 0 the coefficient of determinant in the hydraulic head loss graph is, the more the ground through which seepage water flows was unstable and the higher the possibilities of existence of empty space or of occurrence of piping on the seepage flow pass in the ground is. The hydraulic head loss graph makes it possible to monitor sensitively the situation of seepage flow state, and the graph helps to understand easily the seepage flow state at the specific section on the whole cofferdam.