An Engineering Geological Appraisal of the Leakage Problem in Dora-1 Earthen Dam, Tigray: Implications for its Stability

IF 0.3 Q4 MULTIDISCIPLINARY SCIENCES
Gebremedhin Berhane, Yowhans Birhanu
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 Construction material; Embankment dam; Site investigations; Ethiopia.","PeriodicalId":18948,"journal":{"name":"Momona Ethiopian Journal of Science","volume":null,"pages":null},"PeriodicalIF":0.3000,"publicationDate":"2023-11-04","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Momona Ethiopian Journal of Science","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.4314/mejs.v15i2.2","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q4","JCRName":"MULTIDISCIPLINARY SCIENCES","Score":null,"Total":0}
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Abstract

Leakage is one of the major problems facing the functionality and sustainability of dams. It occurs through the embankment body, reservoir, foundation, and abutments. This study was conducted to identify the main causes of the leakage problem at the Dora-1 dam, located in the northern part of Ethiopia. It is an earthfill dam with a height of 43.5 m, crest length of 454 m, and reservoir capacity of 4.67 million cubic meters. Part of the embankment body was wet and swampy up to 20 m high from the ground due to leaking water. Geological investigation, laboratory test of the construction materials (including grain size analysis, specific gravity and water absorption, Atterberg limit, free swell, dispersion, permeability, and shear strength), and electrical resistivity investigation were used to identify and pinpoint the possible causes of the leakage problem. Results of the study show that the favorable geological features responsible for the occurrence of leakage include: (a) geological contact between sandstone and moderately to highly weathered basalt unit at the left abutment, (b) the gravelly sand deposit at the central foundation and (c) dyke outcrop at the river course within the reservoir running in the upstream-downstream direction. Results of laboratory tests for clay core show medium to high compressibility, good to poor workability, and semi-pervious to impervious permeability when compacted. The water absorption and the percentage finer of the filter material don’t satisfy the filter criteria and the shell material was found to be semi-previous. The anomalous in the resistivity survey result confirms the situation. Slope stability analysis of the embankment showed instability conditions at full reservoir level. Close follow-up and a downstream stabilization structure, including rock and gravel support, were recommended. Construction material; Embankment dam; Site investigations; Ethiopia.
提格雷多拉1号土坝渗漏问题的工程地质评价及其稳定性启示
渗漏是大坝功能和可持续性面临的主要问题之一。它通过堤防体、水库、基础和桥台发生。进行这项研究是为了确定位于埃塞俄比亚北部的Dora-1大坝渗漏问题的主要原因。土坝高43.5米,坝顶长454米,库容467万立方米。由于漏水,部分堤防体离地面高达20米,是潮湿的沼泽。通过地质调查、建筑材料的室内测试(包括粒度分析、比重和吸水率、阿特伯格极限、自由膨胀、分散、渗透性和抗剪强度)和电阻率调查,识别和查明泄漏问题的可能原因。研究结果表明,造成渗漏的有利地质特征有:(a)左侧坝肩处砂岩与中高风化玄武岩单元的地质接触,(b)中央地基处砾石砂沉积,(c)水库内上下游方向河道处堤防露头。室内试验结果表明,粘土岩心压实后压缩性中至高,工作性好至差,渗透性半透至不透。滤料的吸水率和百分细度均不符合过滤标准,且发现壳料为半成品。电阻率测量结果中的异常证实了这一情况。路堤边坡稳定性分析显示了库区满水位时的失稳状况。建议采用严密的跟踪和下游稳定结构,包括岩石和砾石支架。 建筑材料;路堤大坝;网站调查;埃塞俄比亚。
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来源期刊
Momona Ethiopian Journal of Science
Momona Ethiopian Journal of Science MULTIDISCIPLINARY SCIENCES-
自引率
0.00%
发文量
13
审稿时长
12 weeks
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