Maintenance and management of levee systems in Japan are based on the design flood level, assuming that a design flood might occur. Based on the design flood, the safety of certain zones of a river is regarded as stochastically uniform between the left and right banks and between the upper and lower streams. However, assumptions often differ from reality. River safety often entails differences between upper and lower streams, for instance.
Maintaining and managing such a levee system requires hydraulic analysis of damage to the levee system and additional analysis of the destruction that would result from such damage.
In this study, we analyzed damage-related properties of a river by estimating the damage from levee system collapse. Comparisons with foreign examples and from a damage-based viewpoint supported a basic discussion of the direction of the management of river levee systems. The discussion was focused on the Tone River which is the largest river in Japan and analyzed quantitatively. This approach is also applicable to analysis of other river basins.
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