Eighty years have passed since systematic river improvement works in the Ishikari River basin started in 1910.
Laid down by the alluvial soil along the middle reaches and sand clay in the downstream reaches, topographic features caused the meandering of the Ishikari River and a rather small gradient of river bed.
Since 1917 cutoff works were readily adopted as the best method to direct the flood overflow smoothly, to prevent flood overflow and to lower the ground water level of many swamps, based on detailed studies of hydraulics and regional developments in the future.
River realignments by cutoff projects implemented in 29 channel reaches have succeeded in preventing flood damages in the Ishikari River basin.
This paper describes the decision-making processes of cutoff works adopted in the Ishikari River and tremendous effects of large-scale projects on hydraulic characteristics and regional developments.
View full abstract