Myoung-Rak Choi1·Gyoo-Bum Kim2*
1Department of Disaster Prevention,
Graduate School of Daejeon University
2Department of Construction Safety and Disaster Prevention, Daejeon
University
최명락1·김규범2*
1대전대학교 일반대학원 방재학과
2대전대학교 건설안전방재공학과
In general, the estimation of optimum yield for the radial collector well
is determined by the empirical equation or numerical modeling, in which
hydraulic conductivity of the aquifer is a main influence factor. Hydraulic
conductivities of 164 soil samples collected from boreholes and horizontal
wells (average length: about 50 m) installed
during well construction in the Anseong stream were drawn in two-dimensional
map by the Kriging method and utilized in this study. Hydraulic conductivity
analyses by Representative Elementary Count (REC) indicated the average
hydraulic conductivity is similar to that of the pumping test when the number
of samples reaches about 1,000, which correspond to 1,000 m2.
Pumping test was also conducted at 1 pumping well and 13 observation wells to
estimate hydraulic conductivities at each observation well. REC analysis
indicated that the average value of hydraulic conductivity calculated from at
least four observation wells is valid as a representative value. The overall
result suggested that multiple observation wells or multiple
pumping-observation well systems that are located within the range of
horizontal wells should be utilized to properly estimate the representative
hydraulic conductivity values and the yield of a radial collector well.
Keywords: Radial collector well, Representative Elementary Count, Hydraulic conductivity, Investigation well
2020; 25(2): 1-8
Published on Jun 30, 2020
Department of Construction Safety and Disaster Prevention, Daejeon University