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倪培桐.变化环境下东江干流河源至博罗河道糙率分析水资源与水工程学报[J].,2019,30(2):144-148
变化环境下东江干流河源至博罗河道糙率分析
Analysis of river roughness in the Heyuan to Boluo Section of main stream of Dongjiang River under environmental change
  
DOI:10.11705/j.issn.1672-643X.2019.02.22
中文关键词:  河道糙率  K  水位-流量关系曲线  东江干流
英文关键词:river roughness  K coefficent  the water level-discharge curve  Dongjiang main stream
基金项目:广东省水利科技创新项目(2016-12)
作者单位
倪培桐1,2,3 ( 1.广东省水利水电科学研究院 广东 广州 510630 2.广东省水动力学应用研究重点实验室广东 广州 5106303.河口水利技术国家地方联合工程实验室, 广东 广州 510630 ) 
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中文摘要:
      东江水文情势自20世纪80年代以来发生了较大的变化。为研究变环境下的河道特性,基于K值分析方法延长了主要水文站水位-流量关系曲线(简称“H-Q”曲线)及用一维数学模型方法反推了不同流量级下的河道糙率数据。结果表明:河源、岭下流量站的高水位H-Q曲线变化不大。东江下游河床下切导致博罗水位流量曲线呈下降趋势。基于K值方法可以得到河源、岭下、博罗水文站相对合理的高流量H-Q曲线。河源至博罗段1999年河道糙率沿程取值0.025~0.038之间。部分位置如博罗-剑潭河段、上几角-下几角附近河道糙率较大(超过0.03),这与床面坡降较大有关。
英文摘要:
      The hydrological characteristics of Dongjiang River have changed greatly since 1980s. In order to study the characteristics of river channel under changing environment, the water level discharge curve of the main hydrological stations has been extended (referred to as “H-Q” curve) based on the K value analysis method, and the river roughness data at different flow rates are deduced using one dimensional mathematical model. The results showed that: The H-Q curve of Heyuan and ridge lower traffic stations changed little. The down-cutting of river bed at downstream of Dongjiang River lead to decrease of the H-Q curve at Boluo Station. Based on the historical K value, a relatively reasonable H-Q curve with high flow rate can be obtained. The roughness of Heyuan to Boluo section reaches 0.025-0.038. Some sections such as the Boluo-Jiantan section and the upper-lower corner have larger roughness (>0.03), which is related to the relatively large bed slope.
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