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河道型水库中谢才-曼宁公式的适用性研究
引用本文:李,曾凡棠. 河道型水库中谢才-曼宁公式的适用性研究[J]. 环境科学与技术, 2008, 31(4): 30-32
作者姓名:李  曾凡棠
作者单位:华南环境科学研究所,广东 广州,510655;华南环境科学研究所,广东 广州,510655
摘    要:文章通过对谢才-曼宁公式进行理论分析,并对照实际测流结果,得出结论认为在修建水坝后河流水动力条件显著改变,谢才-曼宁公式不适宜用来计算修建水坝后的河流各断面内的流速分布。在用累积流量法模拟计算水库型河流水动力水质时,应当用实际测流结果来绘制各计算断面累积流量曲线。

关 键 词:谢才-曼宁公式  累积流量法  河道型水库
文章编号:1003-6504(2008)04-0030-03
修稿时间:2007-04-18

Applicability of Chezy-Manning Formula in Riverway-type Reservoir
LI Yan,ZENG Fan-tang. Applicability of Chezy-Manning Formula in Riverway-type Reservoir[J]. Environmental Science and Technology, 2008, 31(4): 30-32
Authors:LI Yan  ZENG Fan-tang
Abstract:By analysis of Chezy-Manning equation in comparison with field inspection data,it was concluded that Chezy-Manning formula is not suitable for calculating average velocity of each vertical line in the section of riverway-type reservoirs due to the significant change of water dynamics situation.When accumulative flow method was used to model water quality or dynamics of river with dams,field velocity data should be available to calculate accumulated flow curve of various cross sections.
Keywords:Chezy-Manning formula  accumulative flow method  riverway-type reservoir
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