首页 | 本学科首页   官方微博 | 高级检索  
     

引黄灌渠复式断面输水输沙特性研究
引用本文:周宗军,王延贵. 引黄灌渠复式断面输水输沙特性研究[J]. 泥沙研究, 2008, 0(5)
作者姓名:周宗军  王延贵
作者单位:国际泥沙研究培训中心,北京,100044
基金项目:科技部科研院所社会公益研究专向项目 , 国家自然科学基金项目  
摘    要:探讨了复式断面渠道的输水输沙特性,比较了梯形断面与复式断面的输水输沙能力,典型算例计算结果表明复式断面形态具有小水过小断面、大水过大断面的特点:小流量引水时复式断面水流归槽,提高了水流挟沙力,能够减轻渠道泥沙淤积;同时也能够满足大流量的要求。结合黄河下游灌区实际情况,对于长期引水流量达不到设计流量的灌区,考虑采用复式断面。

关 键 词:引黄灌渠  复式断面  输水输沙

Study on the characteristics of flow and sediment transport in compound canal of the irrigation district in the lower Yellow River
ZHOU Zong-jun,WANG Yan-gui. Study on the characteristics of flow and sediment transport in compound canal of the irrigation district in the lower Yellow River[J]. Journal of Sediment Research, 2008, 0(5)
Authors:ZHOU Zong-jun  WANG Yan-gui
Abstract:The characteristics of water and sediment transporting in a compound canal is discussed and there is also a comparison of sediment transport capacity between trapezoid canal and compound canal.The calculated result of a typical example demonstrates that the compound canal has such characteristics that low discharge flows a small cross section and high discharge flows a large cross section.Compound canal can be applied to the trapezoid canal in the irrigation district of lower Yellow River when the intake discharge is smaller.
Keywords:irrigation canal  compound cross section  water and sediment transporting
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号