天津大学学报(自然科学与工程技术版)
天津大學學報(自然科學與工程技術版)
천진대학학보(자연과학여공정기술판)
JOURNAL OF TIANJIN UNIVERSITY SCIENCE AND TECHNOLOGY
2001年
2期
154-157
,共4页
米子明%钟登华%刘东海
米子明%鐘登華%劉東海
미자명%종등화%류동해
施工导流%蒙特卡洛%可靠性分析
施工導流%矇特卡洛%可靠性分析
시공도류%몽특잡락%가고성분석
针对导流建筑物泄水能力的风险性问题,分析了影响导流隧洞泄流能力可靠性的水力因素,用蒙特卡洛方法计算导流隧洞泄流的可靠度,并分别对各水力因素及其均方差进行了灵敏度分析,为改善导流隧洞泄流可靠性提供决策依据.
針對導流建築物洩水能力的風險性問題,分析瞭影響導流隧洞洩流能力可靠性的水力因素,用矇特卡洛方法計算導流隧洞洩流的可靠度,併分彆對各水力因素及其均方差進行瞭靈敏度分析,為改善導流隧洞洩流可靠性提供決策依據.
침대도류건축물설수능력적풍험성문제,분석료영향도류수동설류능력가고성적수력인소,용몽특잡락방법계산도류수동설류적가고도,병분별대각수력인소급기균방차진행료령민도분석,위개선도류수동설류가고성제공결책의거.
The risk of the discharge capacity of the diversion structureexists actually.In this paper the hydraulic factors which influence the reliability of the diversion channel discharge capacity has been analyzed.Then the Monte Carlo analogue method is adopted to compute the reliability of the diversion channel discharge capacity.Lastly the sensitivity about hydraulic factors and their uniform variance is analyzed.The results of sensitivity analysis can help the decision-maker to improve the reliability of the diversion channel discharge capacity.