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淮河水量水质联合调度风险分析
引用本文:张翔,李良,吴绍飞.淮河水量水质联合调度风险分析[J].中国科技论文在线,2014(11):1237-1242.
作者姓名:张翔  李良  吴绍飞
作者单位:武汉大学水资源与水电工程科学国家重点实验室;武汉大学水资源安全保障湖北省协同创新中心;湖南省水利水电勘测设计研究总院;
基金项目:高等学校博士学科点专项科研基金资助项目(2010014111003);国家自然科学基金资助项目(71073115,51279143)
摘    要:为了对淮河流域水质水量联合调度方案进行风险分析,模拟了10个调度方案,包括实时调度方案、人机交互方案和优化调度方案,选取淮河流域2个主要污染物指标CODMn和NH3-N,分别计算各方案下2种水质指标超标风险率和超标程度;同时,进一步考虑调度过程中可能产生的防洪风险和供水风险,采用多目标模糊综合决策的方法,分别考虑上述2种水质6个指标,以水质监测断面界首、鲁台子和蚌埠闸为决策断面,计算得到7种情景下各方案的优劣排序。结果表明,实时调度方案在各种情境下风险最小,为最优调度方案,人机交互方案(方案3、方案4和方案5)在各种情景下风险均比较大,为最劣方案。

关 键 词:水利工程  水量水质联合调度  风险分析  多目标模糊综合决策

Risk analysis of j oint operation on water quantity and water quality in Huai River
Affiliation:Zhang Xiang,Li Liang,Wu Shaofei(1. State Key Laboratory of Water Resources and Hydropower Engineering Science ,Wuhan University , Wuhan 430072, Chinas2. Hubei Provincial Collaborative Innovation Center for Water Resources Security, Wuhan University, Wuhan 430072, China 3. Hunan Hydro & Power Design Institute ,Changsha 410007 ,China)
Abstract:In order to perform the risk analysis of the joint operation on water quality and quantity in Huai River Basin,ten opera-ted schemes,including real-time scheduling schemes,the human interaction scheduling schemes,and the optimization schemes, were simulated.Two kinds of water quality,CODMn and NH3-N,which are the main contaminants of Huai River Basin,were se-lected to characterize the exceeding risk ratio and risk degree among the proposed ten schemes.The Jieshou,Lutaizi and Bengbu sluides were taken as the dicision-making sections to consider the potential flood risk and water supply risk.Meanwhile,with the consideration of the above two water qualities and the correspingding six indexes,the optimal to worse order of the above ten schemes under seven different scenarios were obtained respectively by means of the multi-obj ective fuzzy comprehensive decision-making method.Results suggested that the real-time scheduling scheme 2 has the least risk under various scenarios,which was the best scheme.The optimal scheduling schemes of human interaction (scheme 3,4,and 5)suffer a relatively high risk,which were the worst ones.
Keywords:hydraulic engineering  water quality and quantity multi-operation  risk analysis  multi-obj ective fuzzy comprehensive decision-making
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