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Geological and geophysical investigation of water leakage from two micro-dam reservoirs: Implications for future site selection, northern Ethiopia

机译:从两个微坝水库渗漏的地质和地球物理研究:对埃塞俄比亚北部选址的启示

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Water resources are essential to human development activities and to eradicate extreme poverty and hunger. Geological problems of two water harvesting Micro-Dam Reservoirs (MDRs) were evaluated from leakage perspectives in the northern part of Ethiopia, East Africa. Conventional geological mapping, discontinuity and weathering descriptions, test pits and geophysical methods were used to characterize the hydrogeological features of the MDRs. Vertical Electrical Sounding (VES) and Electrical Profiling (EP), were executed using Terrameter SAS (signal averaging system) 1000 manufactured by ABEM, Sweden, with Schlumberger and Wenner array configuration respectively. It was concluded that the foundations of both MDRs, except the right abutment for Adishuhu which is partly composed of dolerite, are pervious due to the presence of thin bedding planes, joints, weathered materials and fault. The presence of water in the downstream toe of the MDRs, at depressions, existing test pits and test pits excavated during the present study which lie within the seepage zone demarcated during surface geological mapping, correspond with the electrical resistivity study. The results of the electrical resistivity survey (EP and VES) were merged with the geological and structural mapping and the observation of seepage zones, for the delineation of weak zones responsible for leakage. Monitoring of the leakage (reservoir water and groundwater levels), both manually and using automatic divers, is recommended, along with monitoring of the stability of the embankments and the discharge or flow downstream of the MDRs. (C) 2016 Elsevier Ltd. All rights reserved.
机译:水资源对于人类发展活动以及消除极端贫困和饥饿至关重要。从东非埃塞俄比亚北部的渗漏角度评估了两个集水微坝水库(MDR)的地质问题。常规的地质制图,不连续性和风化描述,试验坑和地球物理方法被用来表征耐多药的水文地质特征。使用瑞典ABEM制造的Terrameter SAS(信号平均系统)1000分别执行了垂直电测深(VES)和电剖析(EP),分别采用了Schlumberger和Wenner阵列配置。结论是,由于存在薄的层理面,节理,风化的材料和断层,这两种耐多药的基础(部分由白云石组成的阿迪舒胡右基台除外)都是可以渗透的。 MDRs下游脚趾处的凹陷处,在本研究期间挖掘的现有测试坑和测试坑中存在的水(位于地表地质制图所划定的渗流区内)与电阻率研究相对应。将电阻率调查的结果(EP和VES)与地质和结构测绘以及渗流区的观测结果相结合,以描绘出造成渗漏的薄弱区域。建议手动和使用自动潜水器来监测泄漏(储层水和地下水位),并监测堤防的稳定性以及耐多药排放物下游的流量或流量。 (C)2016 Elsevier Ltd.保留所有权利。

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