• Journal of the Korean Society of Marine Environment & Safety
• /
• v.20 no.4
• /
• pp.382-388
• /
• 2014

This study selected five observational stations in the normal direction of Jinu-do(island) shoreline and observed water temperature, electrical conductivity and pressure from March, 2012 to January, 2013(about 11 months) and attempted to see the variation characteristics of ground watertable. This study wants to know : 1) External environment force factors(tide, climate, wave etc.) affecting ground watertable variation through time series and correlation analysis. 2) Spatial variations of ground watertable and electrical conductivity change by storm event. First, we found that the station at the intertidal zone was strongly affected by wave and tide level and the stations at sand dune and vegetation zone was affected by precipitation and tide level through time series data and correlation analysis. Second, during the storm event, we found that ground watertable and electrical conductivity are stabilized at the start line of sand dune and vegetation zone and transition zone between freshwater layer and seawater layer exists in the experiment area and is about 50~70 m from coastline of the south side of Jinu-do(island).

• Journal of the Korean Geographical Society
• /
• v.38 no.1
• /
• pp.1-15
• /
• 2003

The basic data of groundwater quality such as water temperature, pH and electric conductivity were collected for 6 months from July to December 2000 in Yongnup. The results are as follows; the values of groundwater quality at the unsaturated points were beyond the distribution range when compared with those at fully saturated points. Temperature of groundwater in Yongnup increased with the rising of watertable. The values of pH were usually measured between 5.0 and 6.0, but sometimes those of lower than 4.0 were indicated. The value measured at unvegetated ground was higher than that at covered area. Also, the electric conductivity increased with the rising of watertable. The values of water quality between groundwater and surface water were quite different from each other and varied with seasonal change. The measured values of pH and electric conductivity had a proportional relationship.

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.4 no.1
• /
• pp.101-110
• /
• 2000

In case heavy rainfall is a key factor of slope failure, the failure zone is usually developed within the depth of 3~5m from the ground surface regardless of the location of the watertable. If rainfall is taken into consideration, it is general that the slope stability analysis is carried out under the assumption that the cut slope is saturated to the slope surface or the watertable elevates to a certain height so that ${\gamma}_{sat}$, the unit weight of saturated soil, is used. However, the analysis method mentioned above can't exactly simulate the variation of pore water pressure in the slope and yields different failure shape. The applicability of slope stability analysis method considering the distribution of pore water pressure within the slope with heavy rainfalls, was checked out after the stability analysis of a lage-scale cut slope in a highway construction site, where surface failure occurred with heavy rainfalls. An appropriate slope stabilization method is proposed on the base of the outcome of the analysis.