气候变化对埃塞俄比亚奥莫-吉贝盆地吉贝 III 流域水资源潜力和沉积物产量的影响

A. Gebremichael, A. Kebede, Y. Woyessa
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摘要

利用土壤和水评估工具(SWAT)模型和选定的耦合模型相互比较项目第 5 阶段(CMIP5)气候模型进行未来预测,研究了气候变化对埃塞俄比亚奥莫-吉贝盆地吉贝 III 流域水资源潜力的影响。由于奥莫-吉贝流域,特别是吉贝三期流域是水力发电的源头,因此需要开展更多工作,更新气候变化对其影响的知识,以便管理水资源的持续利用,防止水库沉积。下载了六个站点的高分辨率(0.25° × 0.25°)数据集,包括一些大气环流模型(GCM),如 GFDL-ESM2M、MPI-ESM-MR、CSIRO-MK3-6-0、NorESM1-M 和 MIROC5。在校准和验证土壤与水评估工具(SWAT)模型后,模拟了气候变化的影响。据此,预计 2050 年和 2080 年的年降水量将分别增加 8.4% 和 21.1%;预计 2050 年和 2080 年的平均气温将分别增加 1.85 ℃ 和 2.8 ℃;预计 2050 年和 2080 年的河流流量将分别比基期(1990-2017 年)增加 55.5% 和 81%。到 2050 年和 2080 年,年平均沉积物产量将分别增加 64.5% 和 138%。因此,需要采取行动减少集水区过多的径流量,并及时清除水库中的沉积物。
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Impact of climate change on water resource potential and sediment yield of the Gibe III watershed, Omo-Gibe Basin, Ethiopia
The impact of climate change on the water resource potential of the Gibe III watershed, Omo-Gibe Basin, Ethiopia, was investigated using the Soil and Water Assessment Tool (SWAT) model and selected climate models of Coupled Model Intercomparison Project Phase 5 (CMIP5) for future projection. Because the Omo-Gibe Basin in general and the Gibe III watershed in particular was the source of hydropower generation, more work toward updating knowledge of climate change impact on it is required so as to manage the sustained use of the water resource and prevent sedimentation of the reservoir. High-resolution (0.25° × 0.25°) datasets of some general circulation models (GCMs) such as GFDL-ESM2M, MPI-ESM-MR, CSIRO-MK3-6-0, NorESM1-M, and MIROC5 were downloaded for six stations. After calibrating and validating the Soil and WaterAassessment Tool (SWAT) model, the impact of climate change was simulated. Accordingly, the annual precipitation was expected to increase by 8.4 and 21.1% during 2050 and 2080, respectively; mean temperature was projected to increase by 1.85 and 2.8 °C in 2050 and 2080, respectively; the stream flow was expected to increase by 55.5 and 81% by 2050 and 2080, respectively, from the base period (1990–2017). The scenario of mean annual sediment yield would increase by 64.5 and 138% by 2050 and 2080, respectively. Therefore, actions toward reducing excess runoff production in the catchment and timely removal of sediment from the reservoir are required.
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