检索规则说明:AND代表“并且”;OR代表“或者”;NOT代表“不包含”;(注意必须大写,运算符两边需空一格)
检 索 范 例 :范例一: (K=图书馆学 OR K=情报学) AND A=范并思 范例二:J=计算机应用与软件 AND (U=C++ OR U=Basic) NOT M=Visual
机构地区:[1]清华大学水利水电工程系,水沙科学与水利水电工程国家重点实验室,北京100084 [2]南水北调东线山东干线有限责任公司,济南250001
出 处:《南水北调与水利科技》2011年第3期24-27,共4页South-to-North Water Transfers and Water Science & Technology
基 金:“十一五”国家科技支撑计划项目(2008BAB29B09)
摘 要:上游入库洪水在三峡库区向下游传播的过程中,受到库区的调蓄作用,洪峰削减明显。同时由于区间入流的影响,库区的调蓄作用被掩盖,这为研究洪水在库区行进中所受的调蓄作用带来了困难。应用在三峡库区建立的HEC-RAS洪水演进模型,模拟1989年-2000年间209场洪水在不考虑区间入流时向下游传播的过程,并检验洪水传播时间,其中洪水波行进时间用上下游洪水过程线的时间重心之差表示。按照库区5个水文站位置将库区分为4段分别检验。将HEC-RAS模型应用于三峡水库2006年和2007年蓄水期库区水位的模拟,结果表明,蓄水期水位变化过程得到了较好的模拟,对最高水位的模拟误差可控制在0.2 m之内。并应用该模型,分析和比较了库区4个部分对洪峰的削减作用。During the routing process to the lower reach of the Three Gorges Reservoir, the peak of flood generated in the upper watershed of the reservoir decreased as the storage effect of the reservoir. The decrease was masked by the lateral runoff from the Three Gorges Area,which hinders the research of the storage effect that the flood received. Based on the HEC-RAS flood routing model applied in the reservoir, 209 events during 1989 to 2000 were simulated. Simulated routing time was verified with the observed and recorded routing time, in which routing time was calculated by the time moment difference between the hydrograph of the upper and lower cross section. The verification was carried out in the four parts of the mainstream, which was divided by 5 gauge stations. The model was also applied to simulate the reservoir stage during the water storage period from 2006 to 2007. The results showed that the stage process was simulated accurately, in which the highest stage error was within 0. 2 meter. The model was then applied to simulate the flood peak decreasing in the four parts of the reservoir to analysis the storage effect difference among the different reservoir parts.
关 键 词:三峡水库 水位模拟 调蓄 洪峰削减 洪水传播时间 洪水演进 HEC-RAS
分 类 号:TV122[水利工程—水文学及水资源]
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在链接到云南高校图书馆文献保障联盟下载...
云南高校图书馆联盟文献共享服务平台 版权所有©
您的IP:3.144.145.38