淮河中游造床流量计算  

Calculation of dominant discharge in the middle reaches of Huaihe River

作　　者：虞邦义[1,2] 郁玉锁[3] 赵凯[3] 

机构地区：[1]安徽省.水利部淮河水利委员会水利科学研究院,安徽蚌埠233000 [2]安徽省水利水资源重点实验室,安徽蚌埠233000 [3]河海大学水文水资源学院,江苏南京210098

出　　处：《河海大学学报（自然科学版）》2010年第2期210-214,共5页Journal of Hohai University(Natural Sciences)

基　　金：水利部现代水利科技创新项目(XDS2007-1)

摘　　要：根据1950～2007年实测水文资料，分别采用马卡维也夫法和平滩流量法对淮河中游干流河道造床流量进行计算．通过对2种方法计算结果的综合分析，推荐了淮河中游各站及相应河段造床流量值，并通过回归分析建立了造床流量与多年平均流量以及多年汛期平均流量的经验公式．In order to build river regime, regulate river and adjust flood-storage district, dominant discharge on the middle reaches of Huaihe River is calculated. According to the observed hydrological data from 1950 to 2007, the dominant discharge in the middle reaches of Huaihe River was calculated by use of the Makovieve method and the bankfull discharge method. Based on the comprehensive analysis of the results of the above two methods, the values of the dominant discharge at various stations and of each reach were proposed. An empirical formula to calculate the dominant discharge, mean annual discharge and mean annual flood season discharge was established through the regression analysis.

关 键 词：淮河干流 造床流量 马卡维也夫法 平滩流量法 

分 类 号：TV143[水利工程—水力学及河流动力学]