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      KCI등재 SCIE SCOPUS

      Evaluation of Cavitation Occurrence Based on Reliability in Chute Spillways by Using First Order Reliable Method and Monte Carlo Simulation Method from 18 Spillways Laboratory Models, Iran

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      https://www.riss.kr/link?id=A106643528

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      다국어 초록 (Multilingual Abstract)

      Controlling cavitation occurrence is one of the most important factors in chute spillways designing due to high velocity and the negative pressure of flow. A probabilistic design approach was implemented in the present study to estimate the probability of cavitation occurrence on chute spillways. In addition, the uncertainty presence of the effective parameters in the limit state function related to the cavitation occurrence was highlighted in the present design. The probability of cavitation occurrence was studied based on the reliability of first order reliable method (FORM) and it was controlled by Monte Carlo simulation method. The data was extracted from eighteen spillways laboratory models built by the Iranian Water Research Institute, among which ten were aerated and eight were without aerator. Accordingly, as a result of the performance of these spillways and the cavitation occurrence in the prototype, a graph and its relationship was found for controlling the cavitation occurrence and its failure probability based on the mean velocity and flow mean pressure along the chute spillway. According to the results of this study as a new method for designing based on reliability, it could be controlled the probability of cavitation occurrence.
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      Controlling cavitation occurrence is one of the most important factors in chute spillways designing due to high velocity and the negative pressure of flow. A probabilistic design approach was implemented in the present study to estimate the probabilit...

      Controlling cavitation occurrence is one of the most important factors in chute spillways designing due to high velocity and the negative pressure of flow. A probabilistic design approach was implemented in the present study to estimate the probability of cavitation occurrence on chute spillways. In addition, the uncertainty presence of the effective parameters in the limit state function related to the cavitation occurrence was highlighted in the present design. The probability of cavitation occurrence was studied based on the reliability of first order reliable method (FORM) and it was controlled by Monte Carlo simulation method. The data was extracted from eighteen spillways laboratory models built by the Iranian Water Research Institute, among which ten were aerated and eight were without aerator. Accordingly, as a result of the performance of these spillways and the cavitation occurrence in the prototype, a graph and its relationship was found for controlling the cavitation occurrence and its failure probability based on the mean velocity and flow mean pressure along the chute spillway. According to the results of this study as a new method for designing based on reliability, it could be controlled the probability of cavitation occurrence.

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      참고문헌 (Reference)

      1 Lopez-Acosta NP, "Uncertainty in analyses of one-dimensional steady-state seepage through random porous media" 26 (26): 501-510, 2011

      2 Wang XR, "The method of calculation of controlling treatment criteria for the spillway surface irregularities" 1979

      3 Morelli C, "The international gravity standardization net. I.G.S.N.71"

      4 Rackwitz R, "Structural reliability under combined random load sequence" 9 (9): 489-494, 1978

      5 Chanson H, "Self-aerated flows on chutes and spillways" 119 (119): 1993

      6 Tung YK, "Risk analysis for hydraulic design" 106 (106): 893-913, 1980

      7 Nowak AS, "Reliability of structures" McGraw-Hill 2000

      8 Smith DJ, "Reliability maintainability and risk: Practical methods for engineers" Elsevier 2011

      9 Ang AHS, "Reliability bases of structural safety and design" 100 (100): 1755-1769, 1974

      10 Yen BC, "Reliability and uncertainty analyses in hydraulic design" ASCE 1993

      1 Lopez-Acosta NP, "Uncertainty in analyses of one-dimensional steady-state seepage through random porous media" 26 (26): 501-510, 2011

      2 Wang XR, "The method of calculation of controlling treatment criteria for the spillway surface irregularities" 1979

      3 Morelli C, "The international gravity standardization net. I.G.S.N.71"

      4 Rackwitz R, "Structural reliability under combined random load sequence" 9 (9): 489-494, 1978

      5 Chanson H, "Self-aerated flows on chutes and spillways" 119 (119): 1993

      6 Tung YK, "Risk analysis for hydraulic design" 106 (106): 893-913, 1980

      7 Nowak AS, "Reliability of structures" McGraw-Hill 2000

      8 Smith DJ, "Reliability maintainability and risk: Practical methods for engineers" Elsevier 2011

      9 Ang AHS, "Reliability bases of structural safety and design" 100 (100): 1755-1769, 1974

      10 Yen BC, "Reliability and uncertainty analyses in hydraulic design" ASCE 1993

      11 Pinto NLDS, "Prototype and laboratory experiments on aeration at high velocity flows" Centra de Hydraulics e Hidrologia Prof. Pari got de Souza, Uni versidade Federal do Parana 1982

      12 Ang AHS, "Probability concept in engineering emphasis on application to civil and environmental engineering" John Wiley & Sons 2007

      13 Vrijling JK, "Probabilistic design of water defense systems in the Netherlands" 74 (74): 337-344, 2001

      14 Shams Ghahfarokhi G, "Probabilistic description of scour hole downstream of flip bucket spillway of large dams" 2008

      15 Zandi Goharrizi F, "Prediction of cavitation in smooth spillway using fuzzy logic" University of Sistan and Baluchestan 2010

      16 Sorensen JD, "Notes in structural reliability theory and risk analysis"

      17 Pinto NLDS, "Model evaluation of aerators in shooting flow" 1984

      18 Arndt REA, "Influence of surface irregularities on cavitation performance" 23 (23): 155-170, 1979

      19 Chen SH, "Hydraulic structures" Springer 2015

      20 Streeter VL, "Fluid mechanics: First SI metric" McGraw-Hill 1981

      21 Rouse H, "Fluid mechanics for hydraulic engineers" McGraw-Hill 1983

      22 Iranian Water Resources Research Institute, "Final report of hydraulicsystem for flood discharge of Mardanabad dam" Iranian Water Resources Research Institute 1987

      23 Iranian Water Research Institute, "Final report of hydraulic system for flood discharge of Zolachay dam" Iranian Water Research Institute 2005

      24 Iranian Water Research Institute, "Final report of hydraulic system for flood discharge of Tabarak-Abad dam" Iranian Water Research Institute 1998

      25 Iranian Water Research Institute, "Final report of hydraulic system for flood discharge of Sivand dam" Iranian Water Research Institute 1997

      26 Iranian Water Research Institute, "Final report of hydraulic system for flood discharge of Siazakh dam" Iranian Water Research Institute 2004

      27 Iranian Water Research Institute, "Final report of hydraulic system for flood discharge of Nian dam" Iranian Water Research Institute 2002

      28 Iranian Water Research Institute, "Final report of hydraulic system for flood discharge of Nazlochai dam" Iranian Water Research Institute 2006

      29 Iranian Water Research Institute, "Final report of hydraulic system for flood discharge of Mamloo reservoir dam" Iranian Water Research Institute 2002

      30 Iranian Water Research Institute, "Final report of hydraulic system for flood discharge of Khairabad reservoir dam" Iranian Water Research Institute 2013

      31 Iran Water & Power Resources Development Co, "Final report of hydraulic system for flood discharge of Karun III dam" Iran Water & Power Resources Development Co 1996

      32 Institute of Water Resources Laboratories and Researches, "Final report of hydraulic system for flood discharge of Karun I dam" Institute of Water Resources Laboratories and Researches 1984

      33 Iran Water & Power Resources Development Co, "Final report of hydraulic system for flood discharge of Karkheh reservoir dam" Iran Water & Power Resources Development Co 1995

      34 Iranian Water Research Institute, "Final report of hydraulic system for flood discharge of Jareh reservoir dam" Iranian Water Research Institute 2008

      35 Iranian Water Research Institute, "Final report of hydraulic system for flood discharge of Govashan reservoir dam" Iranian Water Research Institute 2003

      36 Iranian Water Research Institute, "Final report of hydraulic system for flood discharge of Golabar dam" Iranian Water Research Institute 2006

      37 Iranian Water Research Institute, "Final report of hydraulic system for flood discharge of Darian dam" Iranian Water Research Institute 2011

      38 Iranian Water Research Institute, "Final report of hydraulic system for flood discharge of Azad dam" Iranian Water Research Institute 2008

      39 Institute of Water Resources Laboratories and Researches, "Final report of hydraulic system for flood discharge of Alavian dam" Institute of Water Resources Laboratories and Researches 1983

      40 Iranian Water Research Institute, "Final report of hydraulic model of the lower duct of Karkheh dam" Iranian Water Research Institute 2004

      41 Luna-Bahena JC, "Experimental investigation of artificial aeration on a smooth spillway with a crest pier" 10 (10): 1383-, 2018

      42 Hasofer AM, "Exact and invariant second moment code format" 100 (100): 111-121, 1974

      43 Pettersson K, "Design of aerators for prevention of cavitation, the Höljes Dam" Royal Institute of Technology (KTH) 2012

      44 Robertson JM, "Cavitation in hydraulic structures : Scale effects in cavitation experiments" 89 (89): 167-180, 1963

      45 Falvey HT, "Cavitation in chutes and spillways" U.S Department of the Interior, A Water Resources Technical Publication 1990

      46 Shinozuka M, "Basic analysis of structural safety" 109 (109): 721-740, 1983

      47 Falvey HT, "Air water flow in hydraulic structures" U.S Department of the Interior, Water and Power Resources Service, Engineering and Research Center 1980

      48 Lian J, "Air entrainment and air demand in the spillway tunnel at the Jinping-I Dam" 7 (7): 930-, 2017

      49 Chanson H, "Air bubble entrainment in free-surface turbulent shear flows" Academic Press 1996

      50 Chanson H, "Aeration and deaeration at bottom aeration devices on spillways" 21 (21): 404-409, 1994

      51 Cornell CA, "A probability based structural code" 66 (66): 974-985, 1969

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      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.59 0.12 0.49
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.42 0.39 0.286 0.06
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