摘要
基于实测年最不利施工洪水过程,考虑导流建筑物泄流能力的随机性,构建堰前年最高水位随机模拟计算模型,提出以堰前年最高水位的概率分布计算施工导流风险的方法.同时,应用最小信息熵准则判别年最高堰前水位样本最优的概率分布类型,克服了假设检验有时会接受多种概率分布类型的不足.最后,通过工程实例比较分析随机模拟方法的计算结果,验证了该方法的可行性和有效性,为施工导流风险分析提供了新的途径.
Based on observed annual worst construction flood process,considering the randomness of diversion building discharge capacity,the random model of annual maximum water level before cofferdam is established;the probability distribution of annual maximum upstream water level is used to calculate the construction diversion risk.Meanwhile,minimum entropy criterion is used to choose the optimum probability distribution,avoiding the drawback of traditional hypothesis test that accept kinds of distribution.The engineering case study shows that this method is effective and practical;so as to provide a new way for construction diversion risk analysis.
出处
《武汉大学学报（工学版）》
CAS
CSCD
北大核心
2012年第3期296-300,共5页
Engineering Journal of Wuhan University
基金
国家自然科学基金项目(编号:51079115
10902078)
关键词
施工导流风险
堰前年最高水位
最不利施工洪水过程
最小信息熵
实测洪水
construction diversion risk
annual maximum water level
worst construction flood process
minimum information entropy
observed flood
