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Ἑᕝᢏ⾡ㄽ㞟➨ᕳᖺ᭶ ᮌᕝࡅ࠾つᶍ῝᥀Ⓨ⏕せᅉศᯒ INVESTIGATION OF CAUSES FOR LARGE SCOURING DEVELOPING IN THE KISO RIVER 㰻⸨ṇᚨ ㈡༤ 㧗ᶫఙḟ ✄ⴥഔ ὸ㔝ᗈ 㯮⏣┤ᶞ ᰗ℩ఙ す⃝ㄹு Masanori SAITO, Hirohisa KOGA, Shinji TAKAHASHI, Suguru INABA Kazuhiro ASANO, Naoki KURODA, Shinichi YANASE and Ryosuke NISHIZAWA ṇဨ ᕤ༤ ᅜᅵ㏻┬୰㒊ᆅ᪉ഛᒁᮌᕝὶἙᕝᡤ ᒱ㜧┴ᒱ㜧ᕷᛅ⠇⏫㸧 㠀ဨ ᕤಟ ᅜᅵ㏻┬୰㒊ᆅ᪉ഛᒁᮌᕝὶἙᕝᡤ㸧 㠀ဨ ᕤᏛ ᅜᅵ㏻┬୰㒊ᆅ᪉ഛᒁᮌᕝὶἙᕝᡤ㸧 ṇဨ ᕤᏛ 㛗ᓮ┴ᅵᮌ㒊 㒊㛗 㛗ᓮ┴㛗ᓮᕷỤᡞ⏫ ṇဨ ᕤಟ ᰴᘧ♫ᘓタᢏ⾡◊✲ᡤ ୰㒊ᨭ♫Ἑᕝ㒊 ឡ▱┴ᒇᕷ୰༊㘊㸧 㠀ဨ ᕤᏛ ᰴᘧ♫ᘓタᢏ⾡◊✲ᡤ ୰㒊ᨭ♫Ἑᕝ㒊㸧 There are local scouring of which the maximum depth is up to 20 meters and exposure of a layer of clay in the segment2-2 zone of Kiso River. However, the progression mechanism is unknown. In this study, we figured out the amount of riverbed elevation variance disaggregated by Segment scale and carried out field surveys including river bed morphology measurement in order to identify causes for local scouring developing. The following causes were found out in Kiso River: (1) as the first stage, a decline in sand sediment transport from upstream basin causes the maximum amount of riverbed elevation lowering in the segment2-2 zone of which riverbed is composed of sand, leading to exposure of a layer of clay and riparian tree expansion on sand bars, (2) as the second stage, the concentrated flood flow and the high-speed flow triggered by forestation, locally, cause exfoliating of a layer of clay suppressing riverbed lowering, leading to the erosion of the lower layer of sand at an accelerated pace. The above phenomenon is specific for the alluvial plain with alternating layers of sand and clay vertically. Key Words : Kiso River, segment2-2 zone, local scouring, layer of clay, riparian tree expansion ࡌࡣ ᪥ᮏᅜෆ࠸࠾ࡢࡃᒁᡤⓗ᥀῝࡞ሗ࿌ ࡢࡑⓎ⏕࣓ࢬࢽ⌧㇟㸪᰿ᕝୗὶ㒊つᶍ῝᥀Ⓨ⏕㸪῝᥀ࡓࡁἙ㐨ᨵಟᙳ㡪ホ౯ ཎᅉゎࡉ࡞ࡀ✲◊ࡢ ࡢࡑせᅉሗ࿌ 㸪ᒁᡤⓗ᥀῝࡞┤ࡢ᥋ⓗ Ⓨ⏕せᅉࢣࢫࢺࢢࢭࢣࢫࢺ ✵࡞ࠎࢣࢫ㸪㏆ᖺ㸪ᒣᆅὶὶฟᅵ◁㔞ῶᑡ㸪◁ 㜵Ⓨ㟁Ỉ➼┠ⓗࡓࡋࡅ࠾ᅵ◁ ᤕᤊ➼ὶ◁⎔ቃࡗࡇ ᒁᡤⓗ᥀῝࡞ຓ㛗ὶᇦࢣࢫせᅉ ࡗ࡞⬟ᛶ࠶ࡀ㸬ᨩ㢖ᗘపୗ౪⤥ᅵ◁㔞 ῶᑡἙᗋపୗ௨๓ሗ࿌㛗ᮇᒁᡤⓗὶ◁ᆒ⾮ ࡢࡑὶ◁⎔ቃỈ㝿 ࡢ⏕᭦᪂ែᙳ㡪 ✵㛫ࢣࢫࢣࢫ࡞␗ࡢせᅉ㔜ᒙⓗ✚㔜ࡗ࡞⌧ᅾἙ㐨ᙧᡂ࡞࠺ᒁᡤⓗ᥀῝࡞Ἑᗋᙧ≧㸪Ἑᕝ ᵓ㐀≀ᙳ㡪Ἑᕝ᳇⏕≀⏕ែ⣔ᝏᙳ㡪 ࡑ࠾ࡍ࠶ࡀ㸬ᚲせᑐ⟇❧༢⊂せᅉศᯒࡃ࡞ࡣ㸪」せᅉ✵㛫ⓗ Ἑ㐨ᛂ⟅≉ᛶᢕᥱᚲせⴭ⪅ࡢࡑࡢࡘ◊✲ᮌᕝ㑅ᐃࡓࡋ㸬ᮌᕝὶ㒊㸪ᖺ㡭ᒁᡤⓗ᥀῝࡞Ⓨ⏕㸪◁♟ሁ⛣ࡢάⓎ◁ࡢᙧᡂ ࡓ࠸ 㸪㐣ཤᘓタ㸪 ◁᥇➼ᙳ㡪㸪㏆ᖺ㸪Ἑᗋపୗ㸪⃢➽ ᅛᐃ㸪◁ᕞỈ㝿㒊➼Ἑ㐨ෆᶞᯘ㢧ᅾࢢࢭ㸦ἙNP㹼 NP㸧༊㛫࠸࠾⢓ᅵᒙἙᗋ㟢ฟᒁᡤⓗ ᥀῝࡞」ぢ㸪NP㏆ẚ㧗ᕪ⣙Pつᶍ῝᥀Ⓨ⏕ࡢࡑせᅉ➨ẁ㝵 Ἑᗋపୗ㸪➨ẁ㝵పỈ㊰ᖜᛴ⦰ὥỈὶ㞟୰ 㸪᥎ ᇦฟ࠸࡞㸬᪉㸪 - 259 -

Transcript of n ] > E ±0d Ý @ b$Î#Õ0[ I b ( Òlibrary.jsce.or.jp/jsce/open/00906/2014/20-0259.pdfS4"@ l b s8j...

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INVESTIGATION OF CAUSES FOR LARGE SCOURING DEVELOPING IN THE KISO RIVER

Masanori SAITO, Hirohisa KOGA, Shinji TAKAHASHI, Suguru INABA Kazuhiro ASANO, Naoki KURODA, Shinichi YANASE and Ryosuke NISHIZAWA

There are local scouring of which the maximum depth is up to 20 meters and exposure of a layer of clay in the segment2-2 zone of Kiso River. However, the progression mechanism is unknown. In this study, we figured out the amount of riverbed elevation variance disaggregated by Segment scale and carried out field surveys including river bed morphology measurement in order to identify causes for local scouring developing.

The following causes were found out in Kiso River: (1) as the first stage, a decline in sand sediment transport from upstream basin causes the maximum amount of riverbed elevation lowering in the segment2-2 zone of which riverbed is composed of sand, leading to exposure of a layer of clay and riparian tree expansion on sand bars, (2) as the second stage, the concentrated flood flow and the high-speed flow triggered by forestation, locally, cause exfoliating of a layer of clay suppressing riverbed lowering, leading to the erosion of the lower layer of sand at an accelerated pace. The above phenomenon is specific for the alluvial plain with alternating layers of sand and clay vertically.

Key Words : Kiso River, segment2-2 zone, local scouring, layer of clay, riparian tree expansion

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(km)-1,000 -500 0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000

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0 10,000 20,000 30,000 40,000 50,000 60,000 70,000 80,000

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56.8 42.2k

2-2 2-1

42.0 26.2k

2-2

26.0 8.4k

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8.2 0.0k

m3/(2mm )(0.063mm 2mm)

(0.002mm 0.063mm)ABCD

A

BCD

A

-1,000 -500 0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000

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56.8 42.2k

2-2 2-1

42.0 26.2k

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26.0 8.4k

3

8.2 0.0k

m3/

(2mm )(0.063mm 2mm)

(0.002mm 0.063mm)ABC

D

A

BCD

A

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37k

36k

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