{"title":"北阿坎德邦北arakashi地区Kakoragad小型水电项目工程地质评价","authors":"D. S. Bagri, R. Anbalagan, S. Neethu","doi":"10.9790/0990-0504010107","DOIUrl":null,"url":null,"abstract":"The proposed Siyan Gad small hydroelectric project is a run of the river scheme, on Siyan Gad River near Harsil in Uttarakashi district of Uttarakhand. The water will be diverted by a 6m high weir through a 2.72 km long power tunnel to a surface power house near Jhala village to produce 5 MW of electric power. The whole project is located within the rocks of Harsil Metamorphics of Vaikrita Group. This study includes detailed discussion and control measures for engineering geological problems likely to be encountered during construction or post construction period. The rocks at the project site are classified according to Rock Mass Rating (RMR) system and also by Q-system in order to predict rock load and support requirements.","PeriodicalId":111900,"journal":{"name":"IOSR Journal of Applied Geology and Geophysics","volume":"20 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2017-07-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Engineering Geological Evaluation of Kakoragad Small Hydroelectric Project, Uttarakashi District, Uttarakhand\",\"authors\":\"D. S. Bagri, R. Anbalagan, S. Neethu\",\"doi\":\"10.9790/0990-0504010107\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"The proposed Siyan Gad small hydroelectric project is a run of the river scheme, on Siyan Gad River near Harsil in Uttarakashi district of Uttarakhand. The water will be diverted by a 6m high weir through a 2.72 km long power tunnel to a surface power house near Jhala village to produce 5 MW of electric power. The whole project is located within the rocks of Harsil Metamorphics of Vaikrita Group. This study includes detailed discussion and control measures for engineering geological problems likely to be encountered during construction or post construction period. The rocks at the project site are classified according to Rock Mass Rating (RMR) system and also by Q-system in order to predict rock load and support requirements.\",\"PeriodicalId\":111900,\"journal\":{\"name\":\"IOSR Journal of Applied Geology and Geophysics\",\"volume\":\"20 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2017-07-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"IOSR Journal of Applied Geology and Geophysics\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.9790/0990-0504010107\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"IOSR Journal of Applied Geology and Geophysics","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.9790/0990-0504010107","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Engineering Geological Evaluation of Kakoragad Small Hydroelectric Project, Uttarakashi District, Uttarakhand
The proposed Siyan Gad small hydroelectric project is a run of the river scheme, on Siyan Gad River near Harsil in Uttarakashi district of Uttarakhand. The water will be diverted by a 6m high weir through a 2.72 km long power tunnel to a surface power house near Jhala village to produce 5 MW of electric power. The whole project is located within the rocks of Harsil Metamorphics of Vaikrita Group. This study includes detailed discussion and control measures for engineering geological problems likely to be encountered during construction or post construction period. The rocks at the project site are classified according to Rock Mass Rating (RMR) system and also by Q-system in order to predict rock load and support requirements.
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