In 1911, there occurred a large landslide on the steep slopes of Mt. Hieda, Nagano prefecture, to which much attention was paid by geologists at the time. So much debris was produced that the river bed of the Ura, a tributary of the Hime River, was raised over 50 metres. In this paper, the author firstly clarifies the recent development of the mountain slopes and valleys, and then attempts to evaluate the importance of the severe erosion along the Ura River as a source of the bed load in the lower reaches of the Hime River. The results obtained are summarized as follows:1) The large landslide on Mt. Hieda occurred on the slope of this highly dissected strato-volcano, and is closely related to the heavy rain which fell four days before the occurrence, but is fundamentally due to the nature of the fragile rocks containing solfataric clay with abundant joints (Fig. 1, geological map).2) The landslide debris originally swept 6 kilometres down the valley and dammed the Hime River at its confluence with the Ura. The debris was deposited in the valley, elevating the valley floor a maximum of about 100 metres and steepening the gradient. The quantity of mudflow deposit is estimated roughly at 1.5×108 m3.3) The surface of the mudflow deposit is comparatively rugged with many flow mounds (Fig. 2). Just after the catastrophe, the superimposed river bed started incising itself due to the decrease in material provided from the slopes. The mudflow dammed the Hime River at the confluence, forming a lake. When this dam itself was washed away during the floods in the following year, a knick point was formed on the lower reaches of the Ura River, but this disappeared before it had time to migrate far upstream because of rapid downcutting in the upper reaches and consequent deposition along the lower reaches. Vertical erosion was rapid in earlier stages but lateral erosion became more important during later stages.4) The mass eroded during the past 50 years is calculated to be 2.4×107 m3. The Ura introduced such heavy loads into the Hime that the river bed of the latter was elevated a maximum of 30 metres and caused an increase in the gradient below the point of confluence due to the bed load which may well persist for a long time (Fig. 4).5) From the standpoint of the source of bed load, it can be considered that the materials of the Hime below the confluence were derived from the three sources; (a) Mt. Hieda and its mudflow deposits, (b) Mt. Kazafuki ((a) and (b) were transported by the Ura), (c) the upper area of the Hime River. The proportions of debris supplied by each river were found by calculation from the lithologic analysis of gravel as follows: (a) 41%, (b) 26%, (c) 33%. Area of the region (c) is twenty one times as large as the combined area of the regions (a) and (b), which indicates the high rate of erosion in the latter. Consequently, it was found that more than half of the gravels of the Hime River came from the Ura River dissecting the mudflow deposits of 1911, although the Ura is only a small tributary of the Hime.6) In conclusion, it was found that the erosion in the Ura River during the past 50 years has progressed enough to show a conspicuous topographic change in the bottom of the valley, and that the heavy load resulting from the rapid erosion has a strong influence on the stability of the Hime River.