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/d     ,      3     30~100 m/d       .                         . :  , ,  ,  , The vertical shaft of a selective intake structure, which is constructed in a large reservoir, is required to be imper-meable and to employ a grouting technology to prevent water inflow from the reservoir or surrounding ground. Inthis study, groundwater inflow is estimated using a numerical model for two cases (i.e., grouting or non-groutingcases at the exterior of a vertical shaft) and compared with data measured during an excavation at the constructionsite of a selective intake structure in the Soyang reservoir, Korea. Groundwater inflow is estimated to range from444 to 754 m

jijil gonghak/ji'jil gonghag

Forecasting and Assessment of the Grouting Effect, using a Numerical Model, to Prevent Groundwater Inflow during Excavation of a Vertical Shaft for a Selective Intake Structure