| 叶尔羌河出山口以下水文站洪峰流量还原方法 |
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| 引用本文： | 阿不力克木·阿不力孜,宋星原.叶尔羌河出山口以下水文站洪峰流量还原方法[J].中国农村水利水电,2010(9). |
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| 作者姓名： | 阿不力克木·阿不力孜 宋星原 |
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| 作者单位： | 1. 新疆维吾尔自治区水文水资源局,乌鲁木齐,830000
2. 武汉大学水利水电学院,武汉,430072 |
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| 摘 要： | 20世纪80年代末,新疆叶尔羌河流域上的卡群引水枢纽、勿甫龙口、民生渠首等水利工程的先后建成并运用,极大改善了叶尔羌河水利管理条件,但也引起河道流量发生了一些变化,影响到卡群站以下各水文站洪水资料系列的一致性。为推求下游各防洪工程控制节点的设计洪峰流量,根据各水文站之间的引、退水渠引、退水资料计算相对衰减率,对叶尔羌河流域出山口以下水文站实测洪峰流量进行了还原计算,推求设计洪峰流量。
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| 关 键 词： | 叶尔羌河 洪水 还原计算 |
The Returning Methods of the Peak Discharge of the Hydrological Stations under the Mountain Watershed of the Yarkand River |
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| ABLIKIM Abliz
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SONG Xing-yuan.The Returning Methods of the Peak Discharge of the Hydrological Stations under the Mountain Watershed of the Yarkand River[J].China Rural Water and Hydropower,2010(9). |
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| Authors: | ABLIKIM Abliz SONG Xing-yuan |
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| Institution: | ABLIKIM Abliz1,SONG Xing-yuan2(1.Hydrological and Water Resources Bureau,Xinjiang Uygur Autonomous Region,Urumqi 830000,China,2.School of Water Resources and Hydropower,Wuhan University,Wuhan 430072,China) |
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| Abstract: | Since the late 1980s,Kaqun diversion,Wufu headwork and Minsheng headwork has been built in the Yarkand River Basin.The completion and operation of these hydraulic projects not only improve the water management conditions ofthe Yarkand River,but also lead to some changes of current diversion situation and the consistency of flood series observed in the hydrological stations below the Kaqun Station.In order to calculate the designed flood peak discharge of the control node in flood control project designing,t... |
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| Keywords: | Yarkand River flood returning calculation |
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