• Title/Summary/Keyword: small hydro-power plant

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Hydrologic Analysis Methods for Performance Characteristics of Small Hydro Power Plant (소수력발전소의 수문학적 성능특성 분석)

  • Park, Wan Soon;Lee, Chul Hyung;Shim, Myung Pil
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.14 no.5
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    • pp.1159-1166
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    • 1994
  • This study presents the methodology for the performance analysis and prediction of small hydro power plants(SHP). Rainfall data are characterized to estimate the flow duration curve of SHP, using the cumulative density function of Weibull distribution. The model for the performance analysis of SHP is developed. Also, the performance characteristics of the existing Anheung Plant located in Han River basin are analyzed by using the developed model. As a result, it was found that the model is suitable to analyze the performance characteristics of existing SHP and to predict the primary design performance such as the design flowrate, capacity, rate of operation and annual electricity production of SHP.

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Performance Prediction of Small Hydropower Plant through Analyzing Rainfall Data (강우자료 분석에 의한 소수력 발전소의 성능예측)

  • Lee, Chul-Hyung;Park, Wan-Soon;Shin, Dong-Ryul;Chung, Hun-Saeng
    • Solar Energy
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    • v.9 no.3
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    • pp.81-91
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    • 1989
  • This study represents the method to predict the flow duration curve and primary design specifications of small hydropower plant at hydropower site through analyzing the monthly rainfall data. Weibull distribution was selected to characterize the rainfall data and Thiessen method was used to calculate monthly average flowrate at site. Application of these results, primary design specifications such as design flowrate, annual average load factor and utility factor, annual average hydropower density and annual electric energy production were estimated and discussed for surveyed site located in Daigi-ri, Kangwon province. And performance characteristic model of small hydro-power plant was applied to estimate these specifications.

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Case Study : Assessment of Small Hydropower Potential Using Runoff Measurements (관측 유량 자료를 이용한 소수력 잠재량 평가에 대한 사례연구)

  • Jung, Sung-Eun;Kim, Jin-Young;Kang, Yong-Heack;Kim, Hung-Su
    • Journal of the Korean Solar Energy Society
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    • v.38 no.4
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    • pp.43-54
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    • 2018
  • In this study, we assessed dependency of small hydropower potentials on the two different runoff such as the estimated runoff based on the rainfall amounts and measured runoff. The hydpropower potentials were evaluated using actural power generations taken from Deoksong, Hanseok, and Socheon small hydropower plants over Han and Nakdong river basins, respectively. As a result of comparing the actual power generation amount with the potential amount based on the rainfall amount and the estimated amount based on the observed flow amount by each small hydroelectric power plant, the degree of latent small hydro energy by the observed flow was confirmed to be high. It is confirmed that the potential hydroelectric power generation rate is estimated to be about average 30%Point higher than the actual generation amount as a result of the measured flow rate rather than using the rainfall amount. Based on this, a method for improving the degree of the actual generation amount is proposed.

Structural Safety Evaluation by Analysis of Pressure Variation Characteristics of Small Hydro Power Hydraulic Turbine Blades in Sewage Treatment Plant (하수처리장 소수력 수차 블레이드의 압력변화 특성 분석을 통한 구조안전성 평가)

  • Park, Yoo-Sin;Kim, Ki-Jung;Youn, Byong-Don
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.21 no.6
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    • pp.126-131
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    • 2017
  • Numerical analysis using commercial CFD code was carried out to develop the drag force type vertical axis hydraulic turbine for the improvement of the production efficiency of small hydro energy at low flow velocity condition. Blade pressure changes and internal flows were analyzed according to the presence or absence of the hydraulic turbine blade holes at flow velocity of less than 1.0~3.0 m/s. According to the numerical results, the pressure and flow velocity is severly affected by the flow velocity in turbine blade with no holes, while the influence of flow velocity is comparatively decreased in turbine blade with holes. It is also found that the pressure and flow velocity on the blade surface with holes are evenly distributed with no singular location and it is believed that forming a hole in the blade may be helpful in terms of structural safety.

An Evaluation of Operator's Action Time for Core Cooling Recovery Operation in Nuclear Power Plant (원자력발전소의 노심냉각회복 조치에 대한 운전원 조치시간 평가)

  • Bae, Yeon-Kyoung
    • Journal of the Korean Society of Safety
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    • v.27 no.5
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    • pp.229-234
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    • 2012
  • Operator's action time is evaluated from MAAP4 analysis used in conventional probabilistic safety assessment(PSA) of a nuclear power plant. MAAP4 code which was developed for severe accident analysis is too conservative to perform a realistic PSA. A best-estimate code such as RELAP5/MOD3, MARS has been used to reduce the conservatism of thermal hydraulic analysis. In this study, operator's action time of core cooling recovery operation is evaluated by using the MARS code, which its Fussell-Vessely(F-V) value was evaluated as highly important in a small break loss of coolant(SBLOCA) event and loss of component cooling water(LOCCW) event in previous PSA. The main conclusions were elicited : (1) MARS analysis provides larger time window for operator's action time than MAAP4 analysis and gives the more realistic time window in PSA (2) Sufficient operator's action time can reduce human error probability and core damage frequency in PSA.

Flow Measurement and Characteristic Analysis in the Effluent Regions of the Samcheonpo Thermal Power Plant(TPP) (삼천포 화력발전소 방류수로 및 방류해역의 흐름 관측 및 특성분석)

  • Cho, Hong-Yeon;Jeong, Shin-Taek;Kang, Keum-Seok
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.18 no.4
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    • pp.329-337
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    • 2006
  • A small hydro-power plant operated by cooling water discharged from the power plant is under construction. In this study, the flow characteristics of the effluent channel and the outfall coastal zone in which the facilities are constructed have been measured and analysed. The flow pattern is highly dependent on the effluent discharge and clearly classified as these typical areas; the upstream and downstream areas of the weir, and the outfall coastal zone. The discharge and the width of the channel in the upstream area of the weir are increased step by step, so the water level fluctuation is small. The flow overtopping the weir is rapidly changing and has highly vertical fluctuation patterns after hydraulic jump just below the weir. The flow pattern in the outfall zone is directed toward the seaward direction and the velocity is dominated by the tidal level fluctuation. The mean tidal range in this area is about 10% greater than that of the Tongyeong tidal gauging station and the wave effects are negligible because of the sheltering effects of this area.

The Variation of Hydrologic Performance Characteristics for Small Hydro Power Plant with Rainfall Condition (강우상태에 의한 소수력발전소의 수문학적 성능특성 변화)

  • Park, Wan-Soon;Lee, Chul-Hyung
    • Proceedings of the Korea Water Resources Association Conference
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    • 2008.05a
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    • pp.1369-1372
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    • 2008
  • 소수력자원은 신재생에너지 중에서도 온실가스 배출량이 가장 적고 에너지밀도가 매우 높기 때문에 개발할 가치가 큰 청정부존자원으로 평가되고 있다. 강우상태의 변화는 Weibull분포의 축척모수와 형상모수를 인위적으로 변화시켜 소수력발전소의 설계인자들의 변화를 모사하였다. 분석 결과, 소수력발전입지의 수문학적 성능특성은 해당유역의 강우상태에 따라 변하는 것으로 밝혀졌다.

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A Study on Digital Protection Algorithm of IED for Hydroelectric Generating Unit (수력발전소 IED의 디지털 보호 알고리즘에 관한 연구)

  • Park, Chul-Won
    • The Transactions of the Korean Institute of Electrical Engineers P
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    • v.63 no.3
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    • pp.149-156
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    • 2014
  • Generator of hydroelectric generating unit is to be protected by the digital protection IED. Now, any IED of large capacity for hydro power plant was not developed by domestic technology. This is because it is required for the generator of the high reliability technology and considered as due to the sale of the market of IED device is small. However, the protection IED must be develop by domestic technology to meet the advanced needs of the construction and replacement of electrical equipment in accordance with the new power plant development. In this paper, a digital algorithms for protection IED of large size of hydroelectric generating unit were designed. The algorithms consist of the stator protection, anti-motoring, overexcitation and loss of excitation. The performance of the algorithms were evaluated by using the simulation data collected from the PSCAD/EMTDC software. From test results, it can be seen that the developed algorithms were not maloperation.

Cavitation Surge in a Small Model Test Facility simulating a Hydraulic Power Plant

  • Yonezawa, Koichi;Konishi, Daisuke;Miyagawa, Kazuyoshi;Avellan, Francois;Doerfler, Peter;Tsujimoto, Yoshinobu
    • International Journal of Fluid Machinery and Systems
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    • v.5 no.4
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    • pp.152-160
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    • 2012
  • Model tests and CFD were carried out to find out the cause of cavitation surge in hydraulic power plants. In experiments the cavitation surge was observed at flow rate, both with and without a surge tank placed just upstream of the inlet volute. The surge frequency at smaller flow rate was much smaller than the swirl mode frequency caused by the whirl of vortex rope. An unsteady CFD was carried out with two boundary conditions: (1) the flow rate is fixed to be constant at the volute inlet, (2) the total pressure is kept constant at the volute inlet, corresponding to the experiments without/with the surge tank. The surge was observed with both boundary conditions at both higher and lower flow rates. Discussions as to the cause of the surge are made based on additional tests with an orifice at the diffuser exit, and with the diffuser replaced with a straight pipe.