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安康水库洪水传播特性水槽试验研究
引用本文:武周虎,张宗孝.安康水库洪水传播特性水槽试验研究[J].水利学报,1997,96(5):7-14.
作者姓名:武周虎  张宗孝
作者单位:[1]青岛建筑工程学院环工系 [2]西安理工大学水力学研究所
基金项目:陕西省水利厅防汛办资助
摘    要:本文采用大型水槽高变率变态模型非恒定试验与理论分析相结合的方法,对汉江安康水库洪水传播的若干特性进行了研究,就洪水波在水库中的传播时间、入库洪水过程的推算方法、坝址入库洪水与入库洪水和关系、各频率设计洪水的最高库水位、下泄洪水过程、调蓄滞洪历时、洪型对水库防洪的影响及水库平水区水位变化规律等问题得出相应的结果或结论,与可对比资料及安康水库蓄水运用资料吻合良好,其成果对安康水库防洪具有实用价值,对类

关 键 词:水库  洪水波  非恒定流  水槽试验  防洪

The mode test on characteristics of flood wave transmission in Ankong reservoir
Wu Zhouhu.The mode test on characteristics of flood wave transmission in Ankong reservoir[J].Journal of Hydraulic Engineering,1997,96(5):7-14.
Authors:Wu Zhouhu
Affiliation:Wu Zhouhu (Qingdao Institute of Construction Engineering) Zhang Zongxiao Zhao Naixiong (Xian University of Technology)
Abstract:In this paper the characteristics of flood wave transmission in the Ankong reservoir are studied by combining the theory analysis with the unsteady flow distorted model test.The topics to be investigated are;duration of transmission,method for flood process calculation,the relationship between inflow and outflow at dam site,the highest reservoir water level for various probability,the process of flood outflow,the duration of the detention of the flood,the influence of flood type to flood protection,etc.Satisfactory results are obtained.
Keywords:flood wave  reservoir  unsteady flow  model test  
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