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首页> 外文期刊>Natural hazards and earth system sciences >Ensemble flood simulation for a small dam catchment in Japan using 10 and 2aEuro-km resolution nonhydrostatic model rainfalls
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Ensemble flood simulation for a small dam catchment in Japan using 10 and 2aEuro-km resolution nonhydrostatic model rainfalls

机译:使用10a和2aEuro-km分辨率非静水模型降雨对日本小水坝汇流进行整体洪水模拟

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This paper presents a study on short-term ensemble flood forecasting specifically for small dam catchments in Japan. Numerical ensemble simulations of rainfall from the Japan Meteorological Agency nonhydrostatic model (JMA-NHM) are used as the input data to a rainfall-runoff model for predicting river discharge into a dam. The ensemble weather simulations use a conventional 10aEuro-km and a high-resolution 2aEuro-km spatial resolutions. A distributed rainfall-runoff model is constructed for the Kasahori dam catchment (approx. 70aEuro-km(2)) and applied with the ensemble rainfalls. The results show that the hourly maximum and cumulative catchment-average rainfalls of the 2aEuro-km resolution JMA-NHM ensemble simulation are more appropriate than the 10aEuro-km resolution rainfalls. All the simulated inflows based on the 2 and 10aEuro-km rainfalls become larger than the flood discharge of 140aEuro-m(3)aEuro-s(-1), a threshold value for flood control. The inflows with the 10aEuro-km resolution ensemble rainfall are all considerably smaller than the observations, while at least one simulated discharge out of 11 ensemble members with the 2aEuro-km resolution rainfalls reproduces the first peak of the inflow at the Kasahori dam with similar amplitude to observations, although there are spatiotemporal lags between simulation and observation. To take positional lags into account of the ensemble discharge simulation, the rainfall distribution in each ensemble member is shifted so that the catchment-averaged cumulative rainfall of the Kasahori dam maximizes. The runoff simulation with the position-shifted rainfalls shows much better results than the original ensemble discharge simulations.
机译:本文介绍了专门针对日本小水坝集水区的短期整体洪水预报的研究。来自日本气象厅非静水模型(JMA-NHM)的降雨的数值集成模拟被用作降雨径流模型的输入数据,以预测大坝的河流排放量。集合天气模拟使用常规的10aEuro-km和高分辨率的2aEuro-km空间分辨率。针对Kasahori大坝流域(约70aEuro-km(2))构建了分布式降雨-径流模型,并将其应用于整体降雨。结果表明,2aEuro-km分辨率JMA-NHM集成模拟的小时最大和累计集水平均降雨量比10aEuro-km分辨率的降雨更合适。基于2a和10aEuro-km降雨的所有模拟流入量都大于140aEuro-m(3)aEuro-s(-1)的洪水流量,这是防洪的阈值。分辨率为10aEuro-km的集合雨水的流入量都大大小于观测值,而分辨率为2aEuro-km的集合雨水的11个集合体中至少有一个模拟流量以相似的幅度再现了Kasahori大坝入水量的第一个峰值。到观察,尽管模拟和观察之间存在时空滞后。为了将位置滞后考虑到集合排放模拟,需要对每个集合成员中的降雨分布进行偏移,以使Kasahori大坝的平均集水量平均降雨最大化。具有位置偏移降雨的径流模拟显示的结果要好于原始的整体排放模拟。

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