河海大学学报（自然科学版）
河海大學學報（自然科學版）
하해대학학보（자연과학판）
JOURNAL OF HOHAI UNIVERSITY (NATURAL SCIENCES)
2010年
2期
210-214
,共5页
淮河干流%造床流量%马卡维也夫法%平滩流量法
淮河榦流%造床流量%馬卡維也伕法%平灘流量法
회하간류%조상류량%마잡유야부법%평탄류량법
Huaihe River%dominant discharge%Makovieve method%bankfull discharge method
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.
根據1950～2007年實測水文資料,分彆採用馬卡維也伕法和平灘流量法對淮河中遊榦流河道造床流量進行計算.通過對2種方法計算結果的綜閤分析,推薦瞭淮河中遊各站及相應河段造床流量值,併通過迴歸分析建立瞭造床流量與多年平均流量以及多年汛期平均流量的經驗公式.
근거1950～2007년실측수문자료,분별채용마잡유야부법화평탄류량법대회하중유간류하도조상류량진행계산.통과대2충방법계산결과적종합분석,추천료회하중유각참급상응하단조상류량치,병통과회귀분석건립료조상류량여다년평균류량이급다년신기평균류량적경험공식.
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.
