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近年汉江皇庄河段水位变化特征及其成因分析

肖潇,毛北平,杨阳,胡建华   

  • 出版日期:2018-11-22 发布日期:2018-11-22

Characteristics and causes of water level variation in Huangzhuang reach of Hangjiang River in recent years

XIAO Xiao,MAO Beiping,YANG Yang,HU Jianhua   

  • Online:2018-11-22 Published:2018-11-22

摘要: 2017年汉江秋汛期间,在同流量下,皇庄站水位有所抬高,对河段的防洪形势影响较大。为此,分析了皇庄河段2000~2017年实测数据,包括皇庄河段水位变化、水面落差变化、冲淤变化以及附近工程影响。根据水位分析结果发现:2016~2017年与2000~2015年相比,汉江皇庄河段高水位抬高约1.47 m,中水位抬高约0.13 m;一般枯水位时,2016~2017年与2010~2015年水位基本一致,与2000~2009年比较,水位降低0.28~0.41 m。根据水面落差分析发现:转斗湾-皇庄段水面落差呈降低趋势;皇庄-大同河段水面2016~2017年5 000 m3/s流量以上落差增加较大,其他时段和流量情况下整体呈降低趋势;大同-沙洋河段在2014~2015年5 0003/s流量以下时落差降低较大。碾盘山-马良河段固断冲淤计算分析表明:河段整体呈冲刷趋势,局部河段有所淤积。桥梁工程附近实测水位数据分析表明:桥位附近落差较大。综上分析表明:枯水位降低,主要是由于河道整体冲刷,过流能力增强导致;中、高水位抬高主要是由于桥梁工程施工影响和局部河段淤积所致。

关键词: 水位变化, 水面落差, 河道冲刷, 皇庄河段, 汉江

Abstract: During the autumn flood period of the Hanjiang River in 2017, the water level at Huangzhuang Station rose under the same discharge, which greatly influenced the flood control situation of the reach. So this paper analyzes the measured data of Huangzhuang reach from 2000 to 2017, including the water level variation characteristics, the water surface fall, erosion-deposition variation and the influence of nearby project construction. According to the water level analysis results, the high water level in Huangzhuang reach rose 1.47 m and the middle water level rose 0.13 m in 2016~2017 compared with 2000~2015. In the low water period, the water level in 2016~2017 was basically the same as that in 2010~2015, but it was reduced by 0.28~0.41m compared with 2000~2009. According to the water surface fall analysis results, in Zhuandouwan to Huangzhuang reach, the water surface fall decreased; in Huangzhuang to Datong reach, the water surface fall increased greatly when the flow was above 5000m3/s and decreased in other periods and flow conditions in 2016~2017; in Datong~Shayang reach, the water surface fall decreased greatly when the flow was below 5 000 m3/s in 2014~2015. According to the analysis of scour and siltation of the fixed cross-section in Nianpanshan to Maliang reach, the whole reaches showed a scouring trend and some of the sections were silted. The measured water level near the bridge showed that the water surface fall near the bridge position was large. All above, the decrease of low water level was mainly due to the overall scour of the river course, which increased the overflow capacity, while the increase of middle and high water level were mainly caused by the influence of the bridge construction and the siltation of local reach.

Key words: water-level fluctuation, water surface fall, river channel erosion, Huangzhuang Reach, Hanjiang River