• Title/Summary/Keyword: Stilling

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Analysis of Hydraulic Characteristics and Reduction of Bottom Velocity of Second Stilling Basin (2차 정수지의 수리특성 및 바닥 유속 저감효과 분석)

  • Jeong, Seokil;Lee, Ji Hun;Yoon, Jae-Seon;Lee, Seung Oh
    • Journal of the Korean Society of Safety
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    • v.33 no.5
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    • pp.134-140
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    • 2018
  • Scour in the downstream of hydraulic structures such as apron induces to collapse due to abruptly increasing rainfall and discharge in streams and reaches. This is because the forcible jet from overflowing is not sufficiently dissipated by existing energy dissipators, and it continues to sweep the bed materials during flood events. In this study, a second stilling basin was proposed as a countermeasure and the energy dissipation efficiency of this structure was analyzed using 3D-dimensional numerical analysis. First, results from previous research and hydraulic tests were used to verify the accuracy of the numerical model. It showed that the second stilling basin played a definite role in reducing the bottom velocity, comparing with diminishing the energy dissipation when numerical tests were conducted under scaled field conditions in Korea. This means that the second stilling basin can be a countermeasure against scour in downstream. If more efficiency analysis of the second stilling basin would be performed in terms of energy dissipator for various types of hydraulic jump, it would be an alternative solution to scouring issues.

Hydraulic Characteristics in Stilling Basin Varying by Position and Shape of End Sill (댐 물넘이의 End Sill 위치 및 형상에 따른 수리특성)

  • Park, Yeong-Wook;Hwang, Bo-Yeon;Kwun, Soon-Kuk
    • Proceedings of the Korean Society of Agricultural Engineers Conference
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    • 2003.10a
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    • pp.459-462
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    • 2003
  • This study aimed at proposing the optimum design of stilling basins in dam spillways by analyzing hydraulic characteristics for various positions and shapes of end sills through the hydraulic model test. The performance of energy dissipating in the case of vertical shape of end sill was much better than the case of inclined shape. Moreover, we could confirm that no further improvement in hydraulic characteristics at stilling basin as well as downstream of the river were made if the height of end sill was increased up EL 50m, e.g., the proposed design value by computation.

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Spillway Design by Using Hydraulic and Numerical Model Experiment - Case Study of HwaBuk Multipurpose Dam (수리 및 수치모형실험을 이용한 여수로 설계 - 화북다목적댐)

  • Kim, Dae-Geun;Choi, Ji-Woong;Kim, Chang-Si;Lee, Ji-Won
    • Journal of Korea Water Resources Association
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    • v.38 no.3 s.152
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    • pp.179-188
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    • 2005
  • This study on the HwaBuk Multipurpose Dam showed that two- and three- dimensional numerical model experiments, as well as hydraulic model experiments, can be useful analysis tools for engineers. A commercially available RMA2, which solves the shallow water equations, and FLOW-3D, which solves the Reynolds averaged Navier-Stokes equations, were used to simulate the hydraulic model setup. Numerical simulation results on the following were compared with the hydraulic model results: the flow in the reservoir basin and the approaching channel; the discharge in the overflow weir; the water surface profiles in the rollway, chute, and stilling basin; and the pressure distributions in the rollway. It was shown that there is a reasonably good agreement between the numerical model and the hydraulic model for the most of computations. There were, however, some differences between the numerical simulation results and hydraulic model results for the hydraulic jump in the stilling basin because of air entrainment effect.

Changing climate in our lifetime: A review (우리 시대의 기후 변화를 돌아보다)

  • Paik, Kyungrock;Woo, Yin San
    • Journal of Korea Water Resources Association
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    • v.51 no.spc
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    • pp.1045-1056
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    • 2018
  • During the last decades, considerable efforts have been spent for climate studies, in particular to better understand changing climate. In turn, several significant trends in climatic variables have been reported. Explaining such trends is challenging - some of them have been considered contradictory to another. Various hypotheses have also been suggested for general description of changing climate. At this point in time, it would be beneficial to look back and carefully recollect our knowledge about climate change. In this paper, we aim to provide a comprehensive review on our forefront knowledge in this context with focus on the trends in temperature, solar radiation, wind speed, evaporation, and precipitation. Major trends, namely warming, dimming, and stilling, are demonstrated together with evaporation paradox and increasing precipitation variability, using data at Seoul. On the basis of understanding these notions, we suggest four key implications to hydrologists and engineers.

Experimental Study on Downstream Turbulent Velocity Intensity in Round-Crested Weir (보 하류부 난류유속강도에 대한 실험적 연구)

  • Yeo, Hong-Gu;Kang, Joon-Gu;Jung, Sang-Hwa
    • Proceedings of the Korea Water Resources Association Conference
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    • 2006.05a
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    • pp.1318-1322
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    • 2006
  • 보는 낙차공과 함께 하천에서 자주 시공되는 하천 구조물로 매년 태풍이나 홍수로 큰 피해를 나타내는 대표적인 시설물 중 하나이다. 구미의 경우에는 보 하류부에 정수지(stilling basin)등을 설치하여 에너지를 적절히 소산시켜 하류로 흘려보내는 공법을 사용하고 있으나 우리나라와 기후조건이 유사한 일본에서는 보하류부에 물받이 및 하상보호공을 설치하는 방법으로 보 설계를 하고 있어 하상보호공에 대한 설계개념에 차이가 있다. 현재 국내의 보 설계는 Bligh공식에 따라 물받이 및 하상보호공을 결정하였으나 지반의 침투영향을 고려하여 도출된 공식이므로 수리적 특성를 고려하지 못하는 한계성을 가지고 있다. 따라서 보에서 수리특성을 고려한 물받이 및 하상보호공 설계를 위한 수리실험을 통해 설계지침을 보완할 필요가 있다. 본 연구에서는 수리조건에 따른 하상보호공 길이를 제안하는데 목적이 있으며 이를 위해 난류유속강도를 주요영향 요소로 선정하여 도수 및 도수 후 구간에 대해 난류강도 변화를 분석하였다.

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Design Consideration for Tunnel Spillway related to Hydraulic Characteristics (수리특성을 고려한 수로터널 설계)

  • Yoon, Dong-Duk;Kim, Tae-Hyok;Lee, Jung-Woo;Oh, Myung-Ryul
    • Proceedings of the Korean Geotechical Society Conference
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    • 2006.10a
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    • pp.161-168
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    • 2006
  • The recent unpredictable weather condition, especially abnormal heavy precipitation which is on the verge of PMF, made implement more rigorous design standard. Following these trends, the idea of additional auxiliary spillway, most of them are tunnel around existing one, is adopted to many sites. Tunnel spillway, having free water table is generally consisted of several compartments such as inlet, transition, inclined, curved and stilling parts. It may has some technical problems to be considered. Among them, the surface deterioration due to cavitation is reported many times in the part of irregularities on lining. Including this kind of problem, several technical considerations for tunnel spillway will be handled in this paper during design procedure.

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The performance evaluation of Stirling cryocooler for thermal imaging system (II) : Life test (열상장비용 스터링 극저온 냉동기 특성평가 (II) : 수명시험)

  • 홍용주;박성제;김효봉;김양훈;권영주
    • Proceedings of the Korea Institute of Applied Superconductivity and Cryogenics Conference
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    • 2003.10a
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    • pp.324-327
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    • 2003
  • The needs for the cryocooler which has high reliability and long MTTF are increased in the military and commercial thermal imaging system The gas contamination wear, leakage of the working fluid, fatigue and etc. have the significant effects on the reliability and MTTF(Mean Time To Failure) or MTBF(Mean Time Between Failure) of the Stirling cryocooler. In the KIMM, the Stilting cryocooler with the linear compressor was released after the several performance tests were performed. This paper describe the experimental facility for the MTTF evaluation and some typical results of the Stilling cryocooler.

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Performance Evaluation of Weir Structures Under Blast Loads (폭발하중에 의한 다기능-수중보 구조물 거동평가)

  • Jeon, Jun-Tai;Jung, Woo-Young;Ju, Bu-Seog
    • Proceedings of the Korean Society of Disaster Information Conference
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    • 2015.11a
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    • pp.168-169
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    • 2015
  • 최근 위험물질에 의한 폭발 및 테러의 위험성 증가로 인하여 사회간접자본 시설물인 댐/보, 원자력 발전소, 병원 구조물과 같은 주요 시설물의 폭발 안전성 평가 연구가 이슈화 되고 있어, 본 연구에서는 가스폭발에 의한 다기능 보 구조물의 거동을 평가하고 안전성을 분석 하고 자 한다. 본 연구에서 폭발 해석에 필요한 하중 조건 산정은 PHAST 프로그램을 사용하여 주변 온도 및 공기 특성 등을 고려한 약 5톤의 가스 폭발 조건을 구축 하였다. 또한 다기능 보 구조물의 거동 분석을 위해 구조물-지반 상호 작용을 고려한 2차원 유한 요소 모델을 구축하여 폭발에 의한 구조물 거동을 평가 하였다. 다기능 보 구조물의 수치해석 결과 보 구체와 Stilling Basin구조물 사이의 연결부에 응력집중 현상이 발생하는 것으로 평가 되었다.

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