
黄河上游近60年水沙演变及影响因素分析
王鸿翔, 杨克非, 刘静航, 黄朴凡, 郭文献
黄河上游近60年水沙演变及影响因素分析
Evolution and Influencing Factors Analysis of Water and Sediment Evolution in the Upper Yellow River in Recent 60 Years
为揭示黄河上游水沙演变规律及其驱动因素,根据黄河上游3个代表水文站长时间序列资料,均值差异 T 法、双累积曲线分析法、小波分析法等方法对其多年水沙变化的特征进行了分析研究。结果表明,黄河上游三个代表站1960-2019年径流量和输沙量均呈现出下降趋势;黄河上游唐乃亥、兰州和头道拐站三站年径流量突变年份分别为1989年1985年和1985年,年输沙量突变年份分别为1989、1999和1985年;运用小波分析得出径流量存在9~16 a为主周期的变化,输沙量存在11~16 a为主周期的变化的规律;黄河上游三站的输沙量的累积减沙量大约为1.07亿、11亿、16.39 亿t,减沙量沿程上升;径流泥沙演变规律受降水和人类活动等因素的影响,而人类活动对水沙变异起重要作用。
In order to reveal the variation law and driving factors of runoff and sediments in the upper reaches of the Yellow River, according to the time series data of three representative hydrological stations in the upper reaches of the Yellow River, average difference T methods, double cumulative curve method, wavelet analysis, cumulative slope rate change rate method and other methods are used to analyze and study the characteristics of runoff and sediment change in the upper reaches of the Yellow River. The results show that the runoff and sediment discharge of the three representative stations in the upper reaches of the Yellow River showed a decreasing trend from 1960 to 2019. The annual runoff at Tangnaihai Station, Lanzhou Station and Toudaoguai Station in the upper reaches of the Yellow River havean abrupt change in 1989, 1985 and 1985, and the annual sediment load of the three stations abrupt change in 1989, 1999 and 1985. Wavelet analysis is used to find that runoff has a main cycle of 9~16 a, and sediment discharge has a main cycle of 11~16 a. The cumulative sediment reduction of the three stations in the upper reaches of the Yellow River is about 107 million t,1.1 billion t and 1.639 billion t, respectively, and the sediment reduction increased along the river. The variation law of runoff and sediment is influenced by precipitation and human activities, and human activities play an important role in the variation of water and sediment.
黄河上游 / 径流量 / 输沙量 / 影响因素 / 人类活动 {{custom_keyword}} /
The upper reaches of the Yellow River / runoff / sediment discharge / influencing factors / human activities {{custom_keyword}} /
表1 径流量和输沙量Mann-Kendall非参数检验Tab.1 Mann-Kendall non-parametric test of runoff and sediment discharge |
水文站 | 唐乃亥 | 兰州 | 头道拐 | |
---|---|---|---|---|
径流量 | ZC | -1.109 8 | -1.556 2 | -3.259 1 |
检验判别 | | ZC |<1.28 | | ZC |>1.28 | | ZC |>2.32 | |
趋势性 | 减少 | 减少 | 减少 | |
显著性 | 不显著 | 比较显著 | 显著 | |
输沙量 | ZC | -1.128 9 | -4.815 3 | -4.828 1 |
检验判别 | | ZC |<1.28 | | ZC |>2.32 | | ZC |>2.32 | |
趋势性 | 减少 | 减少 | 减少 | |
显著性 | 不显著 | 显著 | 显著 |
表2 年输沙量和径流量均值差异T检验Tab.2 Mean difference T test of annual sediment discharge and runoff |
水文站 | 项目 | 年份 | 基准年 | 突变指数 | 统计量 | 临界值 |
---|---|---|---|---|---|---|
唐乃亥 | 输沙量 | 1989 | 30 | 0.33 | 2.50 | 2.00 |
径流量 | 1989 | 30 | 0.30 | 2.35 | 2.00 | |
兰州 | 输沙量 | 1999 | 40 | 0.42 | 3.72 | 2.00 |
径流量 | 1985 | 26 | 0.44 | 3.44 | 2.00 | |
头道拐 | 输沙量 | 1985 | 26 | 0.89 | 6.62 | 2.00 |
径流量 | 1985 | 26 | 0.62 | 4.78 | 2.00 |
图6 累积径流量、累积降水量图Fig.6 Cumulative runoff and precipitation in three different hydrological locations |
图7 累积输沙量、累积降水量图Fig.7 Cumulative sediment discharge and precipitation in three different hydrological locations |
表3 不同时段各水文站降水和人类活动对径流量贡献率Tab.3 Contribution rate of precipitation and human activities to runoff at hydrological stations in different periods |
水文站 | 时期 | 径流量(YR ) | 降水量(YP ) | 降水量(CP ) | 人类活动(CH ) |
---|---|---|---|---|---|
唐乃亥 | 突变前 | 220.18 | 386.04 | - | - |
突变后 | 184.15 | 375.13 | 17.27 | 82.73 | |
兰州 | 突变前 | 337.11 | 250.81 | - | - |
突变后 | 272.81 | 252.79 | -41.37 | 141.37 | |
头道拐 | 突变前 | 247.81 | 390.33 | - | - |
突变后 | 161.33 | 378.48 | 8.70 | 91.30 |
表4 不同时段各水文站降水和人类活动对输沙量贡献率Tab.4 Contribution rate of precipitation and human activities to sediment discharge at hydrological stations in different periods |
水文站 | 时期 | 输沙量(YR ) | 降水量(YP ) | 降水量(CP ) | 人类活动(CH ) |
---|---|---|---|---|---|
唐乃亥 | 突变前 | 0.141 7 | 386.04 | - | - |
突变后 | 0.094 1 | 375.13 | 8.41 | 91.59 | |
兰州 | 突变前 | 0.806 7 | 250.81 | - | - |
突变后 | 0.348 6 | 252.79 | -0.60 | 100.60 | |
头道拐 | 突变前 | 1.354 4 | 390.33 | - | - |
突变后 | 0.429 1 | 378.48 | 4.43 | 95.57 |
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