兰州大学资源环境学院,甘肃,兰州,730000
纸质出版:2015
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张晓晓, 张钰, 徐浩杰. 白龙江上游径流变化特征及其对降水和人类活动的响应[J]. 水土保持通报, 2015,35(2):14-19.
ZHANG Xiaoxiao, ZHANG Yu, XU Haojie. Runoff Variation Characteristics and Its Responses to Precipitation and Human Activities in Upper Reaches of Bailong River Basin[J]. Bulletin of Soiland Water Conservation, 2015, 35(2): 14-19.
张晓晓, 张钰, 徐浩杰. 白龙江上游径流变化特征及其对降水和人类活动的响应[J]. 水土保持通报, 2015,35(2):14-19. DOI: 10.13961/j.cnki.stbctb.2015.02.005.
ZHANG Xiaoxiao, ZHANG Yu, XU Haojie. Runoff Variation Characteristics and Its Responses to Precipitation and Human Activities in Upper Reaches of Bailong River Basin[J]. Bulletin of Soiland Water Conservation, 2015, 35(2): 14-19. DOI: 10.13961/j.cnki.stbctb.2015.02.005.
[目的
]
研究近50 a来白龙江上游径流变化特征
并进一步分析径流对降水的滞后效应以及降水与人类活动对径流变化的影响。[方法
]
以1961-2010年白龙江上游武都水文站的月径流数据和白龙江上游气象站月降水量数据为基础
采用集中度和集中期、Mann-Kendall法、R/S分析法等多种数理统计方法
分析了近50 a来白龙江上游径流量在年际、季节和月尺度上的变化特征
并预测了其未来可能的变化趋势。[结果
]
白龙江上游径流年内分配极不均匀
多年平均集中度C
d
达34.92%。近50 a来白龙江上游年径流量呈极显著减少趋势(p
<
0.001)
变化率为-3.942×10
8
m
3
/10 a
Hurst指数为0.98>0.5
表明未来一段时间内白龙江上游年径流量可能继续呈减少趋势。四季和1-12月径流量均呈显著减少趋势(p
<
0.05)
年径流量在1990年发生由多到少的突变。白龙江上游径流对降水的响应存在滞后效应
且滞后时间有微弱延长趋势。近50 a来白龙江上游径流系数呈显著减小趋势(p
<
0.001)
降水量转化为径流的部分逐年减少
径流系数在1990年后减少了0.14。[结论
]
1990年之前
白龙江上游径流变化主要受降水影响;1990年以后
人类活动逐渐成为影响白龙江上游径流变化的主要因素。
[Objective] Researching the characteristics of runoff changing in the upper reaches of Bailong River in recent 50 years
and further analyzing the lagging effect of runoff to precipitation and the impacts of precipitation and human activities on runoff changes.[Methods] Based on monthly runoff observation data in Wudu hydrological station and monthly rainfall data in weather stations in the upper reaches of Bailong River basin in 1961-2010
the monthly
seasonal and annual variations of runoff in upper reaches of Bailong River basin and its tendency were analyzed using methods of concentration frequency
concentration period
Mann-Kendall test
rescaled range analysis
and so on.[Results] The annual runoff distribution in the studied area was extremely uneven. The multi-year average of runoff concentration frequency was about 34.92%; the inter-annual change of annual runoff demonstrated a decreasing trend significantly
at a rate of -3.942×108 m3/10 a(p<0.001). The Hurst index was 0.98
which indicated that the decreasing trends of runoff in the studied area will continue in the future. The seasonal and monthly change of runoff also decreased significantly(p<0.05). The annual runoff dropped off abruptly in 1990 which indicated that annual runoff showed a significantly decreasing trend. There was an about 22.6 days hysteresis in the response of runoff to precipitation
and the hysteresis had slightly rising trend. The annual runoff coefficient showed that the runoff from rainfall decreased significantly(p<0.001) with the time due to plant interception
infiltration and evaporation in recent 50 years. The runoff coefficient after 1990 decreased by 0.14 as compared with the previous period.[Conclusion] Before 1990
precipitation was the dominant factors
whilst
the variations of runoff in the studied area were mainly attributed to human activities after 1990.
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