地理科学 ›› 2009, Vol. 29 ›› Issue (6): 858-863.doi: 10.13249/j.cnki.sgs.2009.06.858

• 论文 • 上一篇    下一篇

泾河流域不同时间尺度洪水序列频率分析对比研究

查小春1,2, 黄春长1, 庞奖励1, 李瑜琴1, 古明兴3   

  1. 1. 陕西师范大学旅游与环境学院, 陕西 西安 710062;
    2. 中国科学院黄土高原土壤侵蚀与 旱地农业国家重点实验室, 陕西 杨凌 712100;
    3. 陕西省水文水资源勘测局, 陕西 西安 710068
  • 收稿日期:2009-03-25 修回日期:2009-07-09 出版日期:2009-11-20 发布日期:2009-11-20
  • 作者简介:查小春(1972- ),男,陕西南郑人,博士,副教授,主要从事资源开发与环境演变方面的研究。E-mail:zhaxch@snnu.edu.cn
  • 基金资助:
    国家自然科学基金项目(40771018)、中国科学院黄土高原土壤侵蚀与旱地农业国家重点实验室基金(10501-198)、陕西师范大学优秀科技预研项目(200702001)资助。

Comparison about Flood Frequency Analysis on Different Time Scales in Jinghe River Channel

ZHA Xiao-chun1,2, HUANG Chun-chang1, PANG Jiang-li1, LI Yu-qin1, GU Ming-xing3   

  1. 1. College of Tourism and Environmental Sciences, Shaanxi Normal University, Xi’an, Shaanxi 710062;
    2. State Key Laboratory of Soil Erosion and Dryland Farming on Loess Plateau, Yangling, Shaanxi 712100;
    3. Hydrology and Water Resources Survey Bureau of Shaanxi Province, Xi’an, Shaanxi 710068
  • Received:2009-03-25 Revised:2009-07-09 Online:2009-11-20 Published:2009-11-20

摘要: 以泾河中游彬县至礼泉段的JH-CJC沉积记录的古洪水信息,结合实测洪水和历史洪水资料,比较了泾河流域不同时间尺度洪水序列频率。研究结果表明,将古洪水研究成果加入到历史洪水和实测洪水资料序列中,可大大延长洪水序列的时间长度,提高洪水频率分析的精度,说明河流沉积记录的古洪水信息,对于水利工程建设和防洪减灾具有重要的意义。

Abstract: Flood frequency analysis was the main methods to calculate the design flood in water conservancy construction.Based on palaeoflood recorded in JH-CJC sedimentological profile between Bin County and Liquan County in Jinghe River channel, the flood frequenciies of the gauge flood, gauge flood+ historical flood and gauge flood+ historical flood+ palaeoflood were analyzed in this paper.The results showed that the palaeofloods data were connected with the historical flood and gauge flood data, the flood data sequence were prolonged and the credibility of flood frequency result was greatly advanced.So, studying the palaeoflood recorded in sedimentological evidence was very important to the conservancy construction, mitigate flood hazard and develop water resources.

中图分类号: 

  • P426.616