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胡丹晖, 王苗, 高正旭, 秦鹏程, 任永建. 2018: 基于气候弹性模型的丹江口水库水源区径流模拟及预测. 暴雨灾害, 37(2): 174-180. DOI: 10.3969/j.issn.1004-9045.2018.02.009
引用本文: 胡丹晖, 王苗, 高正旭, 秦鹏程, 任永建. 2018: 基于气候弹性模型的丹江口水库水源区径流模拟及预测. 暴雨灾害, 37(2): 174-180. DOI: 10.3969/j.issn.1004-9045.2018.02.009
HU Danhui, WANG Miao, GAO Zhengxu, QIN Pengcheng, REN Yongjian. 2018: Simulation and forecasting of inflow in the water source area of Danjiangkou reservoir based on the climate elasticity model. Torrential Rain and Disasters, 37(2): 174-180. DOI: 10.3969/j.issn.1004-9045.2018.02.009
Citation: HU Danhui, WANG Miao, GAO Zhengxu, QIN Pengcheng, REN Yongjian. 2018: Simulation and forecasting of inflow in the water source area of Danjiangkou reservoir based on the climate elasticity model. Torrential Rain and Disasters, 37(2): 174-180. DOI: 10.3969/j.issn.1004-9045.2018.02.009

基于气候弹性模型的丹江口水库水源区径流模拟及预测

Simulation and forecasting of inflow in the water source area of Danjiangkou reservoir based on the climate elasticity model

  • 摘要: 利用1961—2015年丹江口水库水源区41个气象站点逐日降水、气温资料及该水库同期入库径流数据,对丹江口水库水源区水文气象特征进行分析,建立气候弹性模拟公式,开展水库入库径流序列模拟;结合未来RCP2.6、4.5、8.5三种情景下的降水、气温预估数据,预测未来径流演变。结果表明:近50多年来丹江口水库水源区气温以0.13 ℃·(10 a)-1的速率显著增加,增温主要发生在1990年代以后;入库径流年际和年代际变化显著,整体呈-64.3 m3·s-1·(10 a)-1的减少趋势。气候弹性模型能较好地模拟出水库入库径流演变趋势,相比气温,径流对降水弹性系数更大;未来三种情景下降水、气温均有所增加,入库径流变化趋势不一,其中RCP2.6情景下各年代入库径流偏少,偏少幅度超270 m3·s-1,RCP4.5情景下各年代一致偏多,RCP8.5情景下径流呈-14.2 m3·s·-1 (10 a)-1减少趋势,年际间波动最为剧烈,不利于水资源调度。

     

    Abstract: Using datasets of diurnal precipitation and temperature at 41 meteorological stations in the water source area of Danjiangkou reservoir as well as the inflow data from this reservoir during 1961-2015, we have analyzed the hydrometeorological characteristics in the water source area of this reservoir for establishing a climate elasticity fitting formula to simulate the inflow series, and then conducted forecasts for the future runoff evolution based on the estimations of precipitation and temperature under three emission scenarios of RCP2.6, RCP 4.5 and RCP 8.5. The results indicate that the temperature in the water source area exhibited a significantly upward trend at 0.13℃ per decade from 1961 to 2015, and its increase mainly appeared after 1990s'. There are clear interannual and interdecadal variations of inflow over the past 50 years, whose decreasing trend is overall 64.3 m3·s-1 per decade. The variation tendency of inflow can commendably be simulated by the climate elasticity model, and the elasticity coefficient of runoff to precipitation is higher than to temperature. Both precipitation and temperature are in increasing trend and inflow shows different tendencies under the three emission scenarios of RCP2.6, RCP 4.5 and RCP 8.5. In RCP2.6 emissions scenario, the interdecadal inflows are in decreasing trend, whose decrement exceeded 270 m3·s-1. In RCP4.5 emissions scenario, the interdecadal inflows all are in increasing trend. In RCP8.5 emissions scenario, the interannual inflows fluctuate severely and decrease by -14.2 m3·s-1 per decade, which meant that it would not be favorable to the managing of water resources.

     

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