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      KCI등재 SCIE SCOPUS

      A study on the working mechanism of internal pressure of super-large cooling towers based on two-way coupling between wind and rain

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      https://www.riss.kr/link?id=A106225750

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      다국어 초록 (Multilingual Abstract)

      In the current code design, the use of a uniform internal pressure coefficient of cooling towers as internal suction cannot reflect the 3D characteristics of flow field inside the tower body with different ventilation rate of shutters. Moreover, extre...

      In the current code design, the use of a uniform internal pressure coefficient of cooling towers as internal suction cannot reflect the 3D characteristics of flow field inside the tower body with different ventilation rate of shutters. Moreover, extreme weather such as heavy rain also has a direct impact on aerodynamic force on the internal surface and changes the turbulence effect of pulsating wind. In this study, the world\'s tallest cooling tower under construction, which stands 210m, is taken as the research object. The algorithm for two-way coupling between wind and rain is adopted. Simulation of wind field and raindrops is performed iteratively using continuous phase and discrete phase models, respectively, under the general principles of computational fluid dynamics (CFD). Firstly, the rule of influence of 9 combinations of wind speed and rainfall intensity on the volume of wind-driven rain, additional action force of raindrops and equivalent internal pressure coefficient of the tower body is analyzed. The combination of wind velocity and rainfall intensity that is most unfavorable to the cooling tower in terms of distribution of internal pressure coefficient is identified. On this basis, the wind/rain loads, distribution of aerodynamic force and working mechanism of internal pressures of the cooling tower under the most unfavorable working condition are compared between the four ventilation rates of shutters (0%, 15%, 30% and 100%). The results show that the amount of raindrops captured by the internal surface of the tower decreases as the wind velocity increases, and increases along with the rainfall intensity and ventilation rate of the shutters. The maximum value of rain-induced pressure coefficient is 0.013. The research findings lay the basis for determining the precise values of internal surface loads of cooling tower under extreme weather conditions.

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      참고문헌 (Reference)

      1 Sun, T. F., "Without ribs the elliptic wind pressure distribution of the cooling tower full size measurement and wind tunnel study" 12 (12): 12-17, 1983

      2 Bennett, M., "Vibration mitigation measures in cable stayed bridges" 996 (996): 64-68, 2011

      3 "VGB-R610Ue, VGB-Guideline: Structural Design of Cooling Tower - Technical Guideline for the Structural Design, Computation and Execution of Cooling Towers"

      4 Zou, Y. F., "Three-dimensional effect of wind load on the single tower of the special large cooling tower, and its design value" 32 (32): 76-82, 2015

      5 Gunn, R., "The terminal fall velocity for water droplets in stagnant air" 6 (6): 243-248, 1949

      6 Mcfarquhar, G. M., "The raindrop mean free path and collision rate dependence on rainrate for three-peak equilibrium and Marshall-Palmer distributions" 48 (48): 1999-2004, 2010

      7 S.T. Ke, "The influence of self-excited forces on wind loads and wind effects for super-large cooling towers" Elsevier BV 132 : 125-135, 2014

      8 Marshall, J. S., "The distribution of raindrops with size" 5 (5): 165-166, 1948

      9 Rigby, E. C., "The development of the size distribution of raindrops during their fall" 11 (11): 362-372, 2010

      10 Li, H. N., "Study on wind(rain)induced vibration response and stability of transmission tower system" 41 (41): 31-38, 2008

      1 Sun, T. F., "Without ribs the elliptic wind pressure distribution of the cooling tower full size measurement and wind tunnel study" 12 (12): 12-17, 1983

      2 Bennett, M., "Vibration mitigation measures in cable stayed bridges" 996 (996): 64-68, 2011

      3 "VGB-R610Ue, VGB-Guideline: Structural Design of Cooling Tower - Technical Guideline for the Structural Design, Computation and Execution of Cooling Towers"

      4 Zou, Y. F., "Three-dimensional effect of wind load on the single tower of the special large cooling tower, and its design value" 32 (32): 76-82, 2015

      5 Gunn, R., "The terminal fall velocity for water droplets in stagnant air" 6 (6): 243-248, 1949

      6 Mcfarquhar, G. M., "The raindrop mean free path and collision rate dependence on rainrate for three-peak equilibrium and Marshall-Palmer distributions" 48 (48): 1999-2004, 2010

      7 S.T. Ke, "The influence of self-excited forces on wind loads and wind effects for super-large cooling towers" Elsevier BV 132 : 125-135, 2014

      8 Marshall, J. S., "The distribution of raindrops with size" 5 (5): 165-166, 1948

      9 Rigby, E. C., "The development of the size distribution of raindrops during their fall" 11 (11): 362-372, 2010

      10 Li, H. N., "Study on wind(rain)induced vibration response and stability of transmission tower system" 41 (41): 31-38, 2008

      11 Ke, S. T., "Study on the absorption wind vibration coefficient of super-large cooling tower considering the ventilation rate of Venetian blinds" 39 (39): 36-44, 2018

      12 Zhang, Q. C., "Static bifurcation of rain-wind-induced vibration of stay cable" 59 (59): 729-734, 2010

      13 Ke, S. T., "Stability and reinforcement analysis of super large exhaust cooling towers based on a wind tunnel test" 141 (141): 04015066-, 2015

      14 Wu, J. K., "Review and prospect of structural analysis of large cooling towers" 18 (18): 1-5, 1996

      15 Mcfarquhar, G. M., "Raindrop size distribution and evolution" 191 : 49-60, 2016

      16 Hodson, M. C., "Raindrop size distribution" 25 (25): 1070-1074, 1986

      17 Shen, G. H., "Numerical simulation of wind load on inner surface of large hyperbolic cooling tower" 43 (43): 104-108, 2011

      18 Chen, B. W., "Numerical simulation of wind and rain pressure on low building surface" Harbin Institute of Technology 2009

      19 GB 50009-2012, "Load code for the design of building structures"

      20 S.T. Ke, "Influence of ventilation rate on the aerodynamic interference between two extra-large indirect dry cooling towers by CFD" 한국풍공학회 20 (20): 449-468, 2015

      21 Jun-Feng Zhang, "Influence of latitude wind pressure distribution on the responses of hyperbolodial cooling tower shell" 한국풍공학회 16 (16): 579-601, 2013

      22 Niemann, H. J., "Influence of adjacent buildings on wind effects on cooling towers" 20 (20): 874-880, 1998

      23 "GB/T 50102-2014, Code for design of cooling for industrial recirculating water"

      24 Xing Fu, "Fragility analysis and estimation of collapse status for transmission tower subjected to wind and rain loads" Elsevier BV 58 : 1-10, 2016

      25 Jiang, F., "Fluent Advanced Application And Case Analysis" Tsinghua University Press 2008

      26 Wang, Z. Y., "Extreme dynamic responses of mw-level wind turbine tower in the strong typhoon considering wind-rain loads" 3 : 133-174, 2013

      27 X. Chen, "Extreme Wind Loads on Super-Large Cooling Towers" International Association for Shell and Spatial Structures 57 (57): 49-58, 2016

      28 Xin, D. B., "Experimental study on wind-induced vortex-induced vibration of girders of long-span Bridges" 32 (32): 1168-1172, 2011

      29 Dabo Xin, "Experimental study on static characteristics of the bridge deck section under simultaneous actions of wind and rain" Elsevier BV 107-108 : 17-27, 2012

      30 M.A. Goudarzi, "Effects of modeling strategy on computational wind pressure distribution around the cooling tower’s" 한국풍공학회 14 (14): 81-84, 2011

      31 "DL/T 5339-2006, Code for hydraulic design of fossil fuel power plants"

      32 B. Blocken, "Comparison of calculation models for wind-driven rain deposition on building facades" Elsevier BV 44 (44): 1714-1725, 2010

      33 Yang, J. T., "CFD simulation of wind-driven rain and calculation method of average rain load" 29 (29): 600-606, 2011

      34 ANSYS, "Ansys Fluent Theory Guide" ANSYS Inc 2011

      35 Douvi, E., "Aerodynamic performance investigation under the influence of heavy rain of a NACA 0012 airfoil for wind turbine applications" 6 (6): 1-8, 2012

      36 L. Y. Wang, "Active stiffness control of wind-rain-induced vibration of prototype stay cable" Wiley 74 (74): 80-100, 2008

      37 Liu, S., "3D numerical simulation of wind-driven rain on bridge deck sections based on eulerian multiphase model" 34 (34): 63-71, 2017

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      2005-06-16 학회명변경 영문명 : Ternational Association Of Structural Engineering And Mechanics -> International Association of Structural Engineering And Mechanics KCI등재
      2005-05-26 학술지명변경 한글명 : 국제구조계산역학지 -> Structural Engineering and Mechanics, An Int'l Journal KCI등재
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      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 1.12 0.62 0.94
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.79 0.68 0.453 0.33
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