埃塞俄比亚中部裂谷Ziway湖流域气候变化的水文响应

T. Abrahama, A. Woldemicheala, A. Muluneha, B. Abateb
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引用次数: 24

摘要

本研究利用耦合模式比对项目第5阶段(CMIP5)在Ziway湖流域的多模式输出预测了气候变化下的未来径流条件。该河流系统位于埃塞俄比亚中部裂谷,为广泛的社会经济活动提供服务,但最近不同的用水部门正在增加其对集水区水平衡的压力。采用HadGEM2-ES、CSIRO-MK-3-6-0和CCSM4三个气候模式在代表性浓度路径RCP 8.5和RCP 4.5下的降水、最高和最低温度数据作为输入。一个经过校准和验证的HBV模型用于模拟未来从Katar河和Meki河流向Ziway湖的流量。结果表明:在rcp8.5和rcp4.5情景下,最高气温和最低气温呈上升趋势;降水呈减少趋势。在RCP 8.5条件下,HadGEM2-ES模式的月平均降水百分比变化在2050年1月的-51.19%和2050年2月的+23.15%之间。CSIRO MK-3-6-0模式的RCP 8.5期间,Katar河径流深度年降幅达19.45%,CCSM4模式的RCP 4.5最大降幅为17.49%。在HadGEM2-ES模式下,梅基河在2080年代在RCP 8.5上的年最大减少量为20.28%;在Bulg期间,同一模式记录的最大增加量在2050年代在RCP 4.5上达到10.23%。然而,HadGEM2-ES模式在2050年代从Bulg季节得到了40.27%的季节性最大减少。从研究来看,降雨量的减少对径流减少的影响大于蒸散发成分。由于未来河流流量对区域的减少,各级水资源开发项目的用水优化配置对未来的水资源规划和管理至关重要。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Hydrological Responses of Climate Change on Lake Ziway Catchment, Central Rift Valley of Ethiopia
This study predicts future runoff conditions under changing climate using multi model outputs from Coupled Model Intercomparison Project Phase 5 (CMIP5) over Lake Ziway Catchment. The River system is located in the Central Rift Valley of Ethiopia which serves for wide range of socio-economic activity, but recently different water use sectors are increasing their pressure on the water balance of the catchment. Bias corrected precipitation, maximum and minimum temperature data from three climate models HadGEM2-ES, CSIRO-MK-3-6-0 and CCSM4 under representative concentration pathways RCP 8.5 and RCP 4.5 were used as input for the hydrologic model. A calibrated and validated HBV model is used to simulate the future inflow from Katar River and Meki River towards Lake Ziway. The result revealed that the maximum and minimum temperature increased under RCP 8.5 and RCP 4.5 scenarios. However, precipitation showed a decreasing trend. The percentage change in monthly average precipitation showed extremes for HadGEM2-ES model which range between -51.19% during January 2050s and +23.15% during February 2080s under RCP 8.5. The model output showed an annual decrement in runoff depth on Katar River up to 19.45% during RCP 8.5 on CSIRO MK-3-6-0 model and maximum reduction was recorded for RCP 4.5 at 17.49% for CCSM4 model. Meki River has shown maximum annual reduction of 20.28% during 2080s on RCP 8.5 for HadGEM2-ES model and seasonally during Bulg maximum increment was recorded for the same model which ranges up to 10.23% on 2050s for RCP 4.5. However seasonal maximum reduction is obtained from Bulg season by 40.27% on HadGEM2-ES model during 2050s. From the study, a reduction in rainfall has brought larger effects on runoff reduction than evapotranspiration components. Due to future reduction of River flow on the region optimal allocations for water use purposes at all levels of water resource development projects are crucial for future water planning and management.
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