堤防周辺地盤の局所的透水性変動に対する孔内水位変動の応答性に関する感度検証

抄録

Numerical Analysis of the seepage flow in the base of the river levee during the flood was performed. Calculated water head in the borehole adjacent to the river showed obvious response to the flood. The characteristics of the response of the water head in the borehole during the flood was formularized by two flood parameters. By the formularized system, the response of the water head in the borehole adjacent to the river during the flood with the variation of the local permeability was valuated as the risk of the failure of the river levee. Three dimensional analysis, the treatment of the heterogeneity soil and the application of the more detailed flood model are the future subjects.