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Numerical modeling of the groundwater flow system of the Gumera sub-basin in Lake Tana basin, Ethiopia

机译:埃塞俄比亚塔纳湖盆地古玛拉流域地下水流系统的数值模拟

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The groundwater flow contribution into Lake Tana was simulated using Gumera River sub-basin as a case study. Draining into Lake Tana, the Gumera sub-basin boundary was delineated from a 90-m Shuttle Radar Terrain Mapping (SRTM) digital elevation model (DEM) using ArcHydro tools. The sub-basin boundary served as the divide line of the groundwater flow while stream networks were used as internal drainage lines. Input parameters such as transmissivity and hydraulic conductivity were obtained from past studies and experts' knowledge. Based on the geological information of the sub-basin, unconfined subsurface flow condition was considered and simulated using MODular 3D finite difference ground-water FLOW model (MODFLOW). Analytical solutions were also used for comparison purposes. The result indicates that head contours are aligned to the streams showing their relationship as a subdued form of the surface water flow, which are dictated by the morphology of the basin. This suggested the need to account groundwater contribution of the sub-basins to Lake Tana as baseflow, and to estimate groundwater inflow from the floodplain separately. The contribution from the floodplain was estimated using a finite differences method which showed an inflow of 0.15 billion cubic meter (BCM) from rivers into the floodplain out of which 0.09 BCM is flowing out to the Lake Tana and 0.06 BCM stored in the aquifers of the floodplain. The stored quantity could meet irrigation demands as well as contribute to the preservation of the ecological structure and function of the area. The study suggests further research on validation of parameters through inverse modeling approaches and optimization of water allocations.
机译:以古梅拉河(Gumera River)流域为例,模拟了塔纳湖的地下水流量。利用ArcHydro工具,从90米的航天飞机雷达地形图(SRTM)数字高程模型(DEM)划定了Gumera子流域边界,排入塔纳湖。次流域边界用作地下水流的分界线,而河网用作内部排水线。诸如渗透率和水力传导率之类的输入参数是从过去的研究和专家的知识中获得的。基于子盆地的地质信息,考虑了无限制地下流动条件,并使用模块化3D有限差分地下水流模型(MODFLOW)进行了模拟。分析溶液也用于比较目的。结果表明,水头轮廓线与溪流对齐,显示出它们的关系,表现为地表水流的柔和形式,这取决于盆地的形态。这表明需要将子流域对塔纳湖的地下水贡献作为基础流量,并分别估算洪泛区的地下水流入量。洪泛区的贡献使用有限差分法估算,该方法显示从河流流入洪泛区的流量为1.5亿立方米(BCM),其中0.09 BCM流入塔纳湖,而0.06 BCM则存储在塔纳湖的含水层中。洪泛区。储存的量可以满足灌溉需求,并有助于保护该地区的生态结构和功能。该研究建议通过反建模方法和优化配水对参数验证进行进一步研究。

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