遊水地による洪水調節とポンプ排水による内水排除を考慮した外水氾濫解析

抄録

A retarding basin is one of the most effective countermeasures to mitigate existing downstream flooding problems. Effectiveness of the basin is strongly dependent on design of an overflow levee. Experimental works have been commonly employed for the overflow levee design. The primary objective of this study is to demonstrate that a numerical model, which are comprised of the distributed hydrological model, the 2D unsteady flow model based on flux-difference splitting scheme as well as unstructured finite-volume method, and operation of drainage system, is an effective tool to evaluate the stage-discharge relationship of the Mutabe retarding basin in the Rokkaku River under the given conditions of rain-fall and tidal level of the Ariake Sea. In addition, numerical simulations of inundation flows due to hypothetical dyke breach are carried out.