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Prolonged effects of large sediment yield events on sediment dynamics in mountainous catchments

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Prolonged effects of large sediment yield events on sediment dynamics in mountainous catchments

Taro UCHIDA1*, Satoshi NIWA1, Katsuya HORIE2, Yoshihisa HIDA2, Seiji OKAMURA2, Shin’ichirou HAYASHI3 and Junichi KANBARA1

1National Institute for Land and Infrastructure Management, Japan

2IDEA Consultants, Japan

3Chubu Regional Bureau, Ministry of Land, Infrastructure, Transport and Tourism, Japan

*Corresponding author. E-mail: uchida-92rv@nilim.go.jp

INTRODUCTION

Landsliding is the dominant process of sediment movement on hillslopes and regulates the erosion rate in these regions. Therefore, landsliding is a major sediment source and can supply a large amount of unstable sediment to stream networks. The sediment transport capacity of mountain rivers is commonly not enough for evacuation of unstable sediment in a single event.

Thus, a large amount of unstable sediment induced by landslides might be stored in a basin and could have a large impact on alpine sediment discharge. Several studies revealed that large earthquakes and the heaviest rainfalls were followed by a period of enhanced mass wasting and fluvial sediment discharge.

Although field evidence is increasing, information about the prolonged effects of large- scale sediment yield on sediment dynamics at the basin scale remains limited. There are many questions about the prolonged effect of large-scale sediment yield, such as the following.

- How long does a large sediment yield event affect sediment discharge?

- How much sediment is evacuated in a given period after a large sediment yield event?

- What are the main controls of the duration of the affected period and the degree of increase of sediment discharge?

To answer them, we compiled existing data on two basins, the upper Kawabe basin and Hasama basin, in Japan (Fig. 1). We added new data and analyzed the effects of large, intense sediment yield events on sediment dynamics in

these basins.

MATERIALS AND METHOD

We compiled (1) aerial photograph, (2) landslide map, (3) topographical survey of riverbed, (4) sediment deposition amount in reservoirs and check dams and (5) precipitation and stream flow data. Then, we focused on (a) temporal change of riverbed elevation using topographic survey data, (b) temporal change of sediment discharge amount using sediment deposition amount in reservoirs and check dams and long and short-term sediment budget in the catchments using dataset (1) through

(3). Fig. 1 Study sites

Upper Kawabe Hasama

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SELECTED RESULTS

In Hasama basin, the volume of landslides caused by the Iwate-Miyagi earthquake in 2008 was approximately 1.2 × 107 m3 (Fig. 2).

This volume was 280 times larger than the mean annual landslide volume before the earthquake. Approximately 800 landslides occurred in the study area, and seven landslide dams formed in the basin.

Approximately 60% of the sediment yielded by the coseismic landslides was deposited on the observed sections of the riverbed, whereas only 2.5% of the sediment was delivered into Hanayama Reservoir. The sediment deposition rate in Hanayama Reservoir in 2008 was around 10 times larger than that before the earthquake.

Although a lot of the sediment yielded by landslides caused by the Iwate-Miyagi earthquake remained on hillslopes and in riverbeds, annual deposition rates in Hanayama Reservoir were small in 2009–

2011, compared with that before the earthquake. LiDAR analysis much of sediment was removed from the upper reaches and this eroded volume was around 12 times larger than that of deposited sediment in the lower reaches and in the reservoir. It can be though that much of the sediment was deposited in water pools formed by landslide dams.

The deposited sediment volume in 2012 was similar to that of 2008 and 10 times larger

than before the earthquake. This is corresponding with the landslide dam breach.

CONCLUSIONS

Here we found that there were both similarities and differences in periods and patterns prolonged effects of large-scale sediment yield on sediment dynamics in the basin scale.

While, according to these analyses, we found the following points:

(1) We found that the effects of large sediment yield events on sediment discharge and its continued at least few years. Also, we roughly estimated that landslide materials will remain for several decades to hundreds of years before being evacuated.

(2) Once landslide dam formed, sediment dynamics were strongly controlled by landslide dam stability.

Keywords: prolonged effect of landslide, sediment discharge, basin management

Fig. 2 (a) Cumulative volume of landslide and deposited sediment in Hasama basin, (b), (c) Annual landslide and deposition rate, and (d) Annual precipitation and maximum daily precipitation of Komanoyu

0 500 1000 1500

1998 2001 2004 2007 2010 Landslide volume

Deposition in Hanayama resevior Deposited in riverbed

Volume (104m3)

Year

-500 0 500 1,000 1,500

Landslide volume Hanayama resevior Riverbed

Volume (104m3)

Year

0 5 10 15 20 25 30

1998 2001 2004 2007 2010 Hanayama resevior

Volume (104m3)

Year

0 50 100 150 200

0 500 1000 1500 2000 2500 3000

1998 2001 2004 2007 2010 Daily maximum

Annual

Annual prep. (mm)

Year

Daily max. prep.(mm/d)

(a)

(b)

(c)

(d)

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