| 新疆克孜河出山口设计洪峰计算 |
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| 引用本文： | 陈建江,库路巴依. 新疆克孜河出山口设计洪峰计算[J]. 人民黄河, 2012, 0(8): 51-53 |
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| 作者姓名： | 陈建江 库路巴依 |
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| 作者单位： | 喀什水文水资源勘测局 |
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| 基金项目： | 国家自然科学基金资助项目(40971047) |
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| 摘 要： | 根据现有的水文资料分析了克孜河出山口卡甫卡断面上游的洪水地区组成,分别计算出干支流洪水和区间洪水,采用同频率地区组成法确定设计断面洪峰流量。结果表明:卡甫卡断面频率0.5%、1%、2%、10%所对应的设计洪峰流量分别为4 664、3 609、2 638、891 m3/s。
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| 关 键 词： | 区间洪水 洪水组成 设计洪峰 克孜河 |
Calculation of the Design Flood Peak of Mountain Outlet of the Kezi River in Xinjiang Region |
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| Affiliation: | CHEN Jian-jiang,KULU Ba-yi(Kashgar Hydrology and Water Resources Survey Bureau,Kashgar 844000,China) |
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| Abstract: | Based on hydrological data,the flood area composition in the upper reaches of Kafuka section of the mountain outlet in Kezi River was analyzed,the floods of main river,tributaries and interual were calculated respectively,and the same frequency region composition method was used to define the flood peak of design section.The results show that when the frequency are 0.5%,1%,2%,and 10%,the corresponding design flood peaks are 4 664,3 609,2 638,891 m3/s respectively in the Kafuka section. |
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| Keywords: | interval flood flood composition design flood peak Kezi River |
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