• 検索結果がありません。

Study on the fluttering characteristics of multi-articulated flat plate in the mean-flow

N/A
N/A
Protected

Academic year: 2021

シェア "Study on the fluttering characteristics of multi-articulated flat plate in the mean-flow "

Copied!
4
0
0

読み込み中.... (全文を見る)

全文

(1)

৻᭽ᵹਛߦ߅ߌࠆᄙ㑐▵ᐔ᧼ߩᝄേ․ᕈߦ㑐ߔࠆ⎇ⓥ

ጊጯ⌀ᐘ㧔㐳ጟ㜞ኾ㧕㧘ᷰㆺ㆐ᒎ㧔㐳ጟᛛᄢ㧕

Study on the fluttering characteristics of multi-articulated flat plate in the mean-flow

M. yamagishi * and T. Watanabe **

* Dept. of Mech. Eng., Nagaoka National College of Tech.

** Dept. of Mech. Eng., Nagaoka University of Tech.

ABSTRACT

The flag jointed some flat plates by articulations flutters itself in the mean-flow, and it has steady fluttering mode. The fluttering characteristics of this ‘multi-articulated flat plate’ were investigated experimentally in a wind tunnel. In this paper, the shape of the flat plate is rectangular in several aspect ratios and areas. The results show that the frequency of the fluttering increases with increasing the mean-flow velocity in all shape flat plates. The frequency is large in the large aspect ratio and the small area of the flat plate. Almost all cases show the fluttering mode with node-less flutter. On the other hand, the fluttering mode with node is seen in the shape with low aspect ratio.

Key Words: Flow induced vibration, Flutter, Wind/Water power generation

1.

ᐨ⺰

ᵹ૕ᝄേ೑↪ᣇᑼ㘑᳓ജ⊒㔚ࠍ⋡ᜰߒ㧘ᝄേ૕ߣߒߡ ᣛߩߪߚ߼߈ࠍࡕ࠺࡞ൻߒߚᄙ㑐▵ᐔ᧼ࠍ⠨᩺ߒߚ㧚⊒

㔚ࠪࠬ࠹ࡓࠍ᭴▽ߔࠆ਄ߢᦨㆡߥᒻ⁁ࠍ⸳⸘ߔࠆᜰ㊎

ࠍᓧࠆߚ߼㧘৻᭽ᵹਛߦ߅ߌࠆᄙ㑐▵ᐔ᧼ߩᝄേ․ᕈࠍ

⺞ᩏߒߚ㧚

ᵹ૕ᝄേࠍ೑↪ߒߚ⊒㔚ᣇᑼߪㄭᐕ⎇ⓥ⠪ߦࠃ ࠅឭ᩺ߐࠇࠆࠃ߁ߦߥߞߡ߈ߚ1, 2)߇㧘⪺⠪ࠄߪᵹ

૕ᝄേߦࠃࠅ࿶㔚⚛ሶ 3)ࠍᝄേߐߖࠆߎߣࠍ⋡⊛

ߣߒߡ޿ࠆ㧚࿶㔚⚛ሶࠍᝄേߐߖࠆᝄേ૕ߣߒߡ㧘 ᣛߩ᭴ㅧࠍන⚐ൻߐߖߚ㧘㑐▵ࠍ᦭ߔࠆᐔ᧼ߩࡕ

࠺࡞㧔ᄙ㑐▵ᐔ᧼㧕ࠍ⠨᩺ߒ㧘ߘߩᝄേ․ᕈࠍ⺞ᩏ ߒߡ߈ߚ 4,5)㧚ᄙ㑐▵ᐔ᧼ߪ৻᭽ᵹਛߢᭂ߼ߡ቟ቯ ߒߚ⥄ബᝄേࠍⴕ޿㧘ߘߩᝄേᢙߪᵹㅦߣ౒ߦჇ ടߔࠆ㧚ߒ߆ߒߘߩᝄേ․ᕈߪਇ᣿ߥὐ߇ᄙߊ㧘

⹏ଔᣇᴺ߽᣿⏕ߢߪߥ޿㧚㘃ૃߩ⎇ⓥߣߒߡ㧘ᣛ ߩߪߚ߼߈ߦ㑐ߔࠆታ㛎6, 7)㧘ࠪ࡯࠻ߩ߫ߚߟ߈ߦ 㑐ߔࠆ⎇ⓥ8)㧘⚦♻ߦࠃࠆ㧞ᰴరታ㛎9)ߥߤ߇޽ࠅ㧘 ߎࠇࠄࠍෳ⠨ߦᝄേ․ᕈߩ⺞ᩏߣ⹏ଔᣇᴺߩᬌ⸛

ࠍⴕߞߚ㧚

2.

ᄙ㑐▵ᐔ᧼

ᵹ૕ᝄേࠍ⊒↢ߐߖࠆᝄേ૕ߣߒߡ⠨᩺ߒߚ㧘 ᄙ㑐▵ᐔ᧼ߩ᭎⇛ࠍ࿑㧝ߦ␜ߔ㧚ᄙ㑐▵ᐔ᧼ߪ㧘 ᣛߩ᭴ㅧࠍන⚐ൻߐߖߚࡕ࠺࡞ߢ㧘ᡰᜬゲࠍ฽߼

ߚⶄᢙゲߢㅪ⚿ߐࠇߚ㧞ᨎએ਄ߩᐔ᧼⟲ࠍ⸒߁㧚

੹࿁↪޿ߚᄙ㑐▵ᐔ᧼ߪ㧘޿ߕࠇ߽㧟ゲ㧟ᨎᐔ᧼ߢ

᭴ᚑߐࠇߡ޿ࠆ㧚਄ᵹ஥ࠃࠅ㑐▵ゲࠍߘࠇߙࠇ╙

㧝㑐▵㧘╙㧞㑐▵㧘╙㧟㑐▵㧘߹ߚᐔ᧼ࠍ╙㧝ᐔ᧼㧘

╙㧞ᐔ᧼㧘╙㧟ᐔ᧼ߣ๭⒓ߔࠆߎߣߣߔࠆ㧚ฦᐔ

᧼ߪ㐳ᣇᒻߢ㧘㧟ᨎߣ߽ห৻ᒻ⁁ߢ޽ࠆ㧚ᄙ㑐▵

Support shaft (First articulation) z

b

Second articulation

Third articulation First plate

Second plate

Third plate l l l

Polyethylene sheet Plastic plate

x y

1mm 1mm

࿑㧝 ᄙ㑐▵ᐔ᧼

ࠕቃ⏺ᒙ㑄⛣ࡢゎ᫂࡜ไᚚࠖ◊✲఍ㅮ₇ㄽᩥ㞟㸦➨ ᅇ࣭➨ ᅇ㸧

41

This document is provided by JAXA.

(2)

ᐔ᧼ߪ㧘ෘߐ

0.08 mm

ߩࡐ࡝ࠛ࠴࡟ࡦ⵾ࠪ࡯࠻ࠍ

ෘߐ

0.5 mm

ߩࡊ࡜ࠬ࠴࠶ࠢ᧼ߢ᜽߻᭴ㅧߣߥߞߡ

޿ࠆ㧚ࡊ࡟࡯࠻㑆ߦߪ

1 mm

ߩ㓗㑆ࠍ⸳ߌߡ߅ࠅ㧘 ߎߩ㓗㑆ߢߩࡐ࡝ࠛ࠴࡟ࡦ⵾ࠪ࡯࠻ߩᦛߍ߇㧘ゲ

࿁ォߦ⋧ᒰߔࠆ㧚ߥ߅㧘ࡐ࡝ࠛ࠴࡟ࡦ⵾ࠪ࡯࠻ߩ ᦛߍ೰ᕈߪᭂ߼ߡዊߐ޿ߚ߼㧘㑐▵ߦߪᓳరജ෸߮

ᷫ⴮ജ߇↢ߓߥ޿߽ߩߣ઒ቯߒߚ㧚

3.

ታ㛎ⵝ⟎߅ࠃ߮ᣇᴺ

ታ㛎ߪ็಴ߒญᢿ㕙Ⓧ

400 mm

˜

400 mm

ߩ็಴

ߒᑼ㘑ᵢࠍ↪޿ߡⴕߞߚ㧚ᄙ㑐▵ᐔ᧼ߪ㧘㧞ᨎߩ ᐔⴕߥ┵᧼ߦࠃࠅᡰᜬߐࠇߡ߅ࠅ㧘┵᧼ߩ㑆㓒ߪ

200 mm

ߣߒߚ㧚

৻᭽ᵹਛߢᝄേߔࠆᄙ㑐▵ᐔ᧼ߩᄌ૏ࠍ㧘ࠪ࡯࠻

ဳ࡟࡯ࠩ࡯ᄌ૏⸘ߢ⸘᷹ߒߚ㧚࡟࡯ࠩ࡯ᄌ૏⸘ߪࠪ

࡯࠻శࠍㆤࠆ‛૕ߩਛᄩ૏⟎߇⸘᷹ߢ߈㧘੹࿁ߪ╙

㧝ᐔ᧼ߩᄌ૏ࠍ⸘᷹ߒߚ㧚ᄙ㑐▵ᐔ᧼ߩᝄേᢙߪ㧘 ᄌ૏ߩᤨ♽೉࠺࡯࠲ߩࠬࡍࠢ࠻࡞ࠃࠅ᳞߼ߚ㧚ߐࠄ ߦ࠺ࠫ࠲࡞ࠞࡔ࡜ߦࠃࠅㅪ⛯౮⌀ࠍ᠟ᓇߒ㧘↹௝ࠍ วᚑߔࠆߎߣߢᝄേࡕ࡯࠼ࠍ⺞ᩏߒߚ㧚ㅪ⛯ߔࠆ㧞 ᨎߩ↹௝ߩᏅಽ୯ߦࠃࠅ⒖േ૕ㇱಽࠍ᛽಴ߒ㧘Ⓧ▚

ߦࠃࠅวᚑ↹௝ࠍ૞ᚑߒߡ޿ࠆ㧚

ᄙ㑐▵ᐔ᧼ߪ㧘

1

ᨎߩᐔ᧼ߩ❑ᮮᲧ

b/l

෸߮㕙Ⓧ

b×l

ࠍ㧟⒳㘃ߕߟߩ⚵ߺวࠊߖߢ㧥⒳㘃↪ᗧߒߚ㧚

ෘߐߪోߡห৻ߢ޽ࠆޕᐔ᧼ߩᒻ⁁ߪ㧘㕙Ⓧߩᄢዊ

S

M

L

㧕ߣ❑ᮮᲧ㧔

1

2

3

㧕ߩ⸥ภ࡮ᢙሼߩ

⚵ߺวࠊߖߢ⴫⸥ߔࠆ㧚ᣛ߿ࠪ࡯࠻ߦ㑐ߔࠆ⎇ⓥߢ ߪ㧘ࠬࡄࡦᣇะ㐳ߐ

b

ߪᝄേߦή㑐ଥߣߐࠇߡ޿ࠆ ߇㧘㘑᳓ജ⊒㔚ߦ߅޿ߡᓧࠄࠇࠆࠛࡀ࡞ࠡߪฃ㘑㕙

Ⓧߦ㑐ଥߔࠆߚ߼㧘ᧄታ㛎ߢߪࠬࡄࡦᣇะ㐳ߐ෸߮

㕙Ⓧ߽ࡄ࡜ࡔ࡯࠲ߣߒߡ⠨ᘦߒߚ㧚ߥ߅❑ᮮᲧ

b/l = 1.0

㧘㕙Ⓧ

b×l = 2500 mm

2ߩᄙ㑐▵ᐔ᧼㧔

M2

㧕ࠍၮ Ḱᒻ⁁ߣߔࠆ㧚

4.

⚿ᨐ߅ࠃ߮⼏⺰

4-1.

ᝄേߩࡅࠬ࠹࡝ࠪࠬ

ၮḰᒻ⁁ߢ޽ࠆ

M2

ߩᄙ㑐▵ᐔ᧼ߦߟ޿ߡ㧘ᵹㅦࠍჇ ㅦߒߚ႐วߣᷫㅦߒߚ႐วߩᝄേᢙߣᝄ᏷ߩᄌൻࠍ࿑

㧝ߦ␜ߔ㧚ߥ߅ᝄ᏷ߪyᣇะᄌ૏

Y

ߩ

r.m.s.୯ߢ⴫ߒߡ޿

ࠆ㧚ᄙ㑐▵ᐔ᧼ߦ߅޿ߡ㧘Ⴧㅦߒߡᝄേࠍᆎ߼ࠆᵹㅦߣ㧘

ᷫㅦߒߡᝄേ߇ᱛ߹ࠆᵹㅦ߇⇣ߥࠆߎߣ߇ಽ߆ߞߚ㧚ᝄ

േࠍᆎ߼ࠆᵹㅦߪᄖੂߦᄢ߈ߊᓇ㗀ߐࠇ㧘ੱὑ⊛ߦੂࠇ ࠍਈ߃ࠇ߫ࠃࠅૐ޿ᵹㅦߢᝄേࠍᆎ߼ࠆ㧚ߚߛߒᝄേ߇ ᱛ߹ࠆᵹㅦએਅߢߪᝄേߪ⿠ߎࠄߥ޿㧚ᄖੂ߇ዊߐ޿႐ วߪ㧘ᄙ㑐▵ᐔ᧼ᓟ✼߆ࠄߩ᷵᡼಴ߦࠃࠆ㧘ᓟ✼ߩᓸዊ ᝄേ߇߈ߞ߆ߌߣߥߞߡ޿ࠆ㧚߹ߚ৻ᐲᝄേࠍᆎ߼ߚᄙ 㑐▵ᐔ᧼ߪ㧘ߘߩᵹㅦߢ㕒ᱛߐߖࠆߎߣ߇಴᧪ߥ޿ߎߣ ߇ಽ߆ߞߚ㧚ߥ߅ߎߩࡅࠬ࠹࡝ࠪࠬߦߟ޿ߡߪ㧘ઁߩ㧤

⒳㘃ߦߟ޿ߡ߽᷹ⷰߐࠇߚ㧚

Zhang

ࠄߪ⚦♻ߩߪߚ߼߈ ߩታ㛎ߦ߅޿ߡޔᝄേߖߕ⪭ߜ⌕ߊ⁁ᘒ㧔stretched-straight

state

㧕ߣߪߚ߼޿ߡ⪭ߜ⌕ߊ⁁ᘒ㧔

flapping state

㧕߇޽ࠅޔ

޽ࠆ㐳ߐߩ⚦♻ߦ߅޿ߡߪᄖੂߩ⒟ᐲߦࠃߞߡ㧞ߟߩ

቟ቯ⁁ᘒࠍ㘧߮⒖ࠆߎߣࠍ᣿ࠄ߆ߦߒߚ㧔

bistability

9)ޕ

1 ᄙ㑐▵ᐔ᧼ᒻ⁁᧦ઙ

0.0 1.0 2.0 3.0 4.0 5.0 6.0

0.0 2.0 4.0

U 0 (m/s) Y

r.m.s

(mm)

1.0 2.0 3.0 4.0 5.0

0.0 1.0 2.0 3.0 4.0

f ( 1/ s)

࿑㧝 ᵹㅦߣᝄേᢙ࡮ᝄ᏷ߩ㑐ଥ㧔M2㧕

࿑㧝ߩࡅࠬ࠹࡝߽ࠪࠬߎߩ

bistability

ߦ⋧ᒰߔࠆ߽ߩߣ

⠨߃ࠄࠇࠆ߇㧘ᄙ㑐▵ᐔ᧼ߢߪᝄേࠍ㕒ᱛߐߖࠆ

flapping state ψ stretched straight state㧕ߎߣ߇ߢ߈ߥ޿

ὐ߇⇣ߥࠆ㧚

4-2.

ᵹㅦߣᝄേᢙߩ㑐ଥ

࿑㧞ߦ㧥⒳㘃ߩᄙ㑐▵ᐔ᧼ߦߟ޿ߡ㧘ᵹㅦߣᝄേ

ᢙߩ㑐ଥࠍ␜ߔ㧚೨▵ߢ␜ߒߚߣ߅ࠅ㧘Ⴧㅦᄌൻߒ ߚ႐วᄙ㑐▵ᐔ᧼ߩೋേᵹㅦ߇ᄖੂߦᓇ㗀ߐࠇࠆ ߎߣ߆ࠄ㧘ᵹㅦߪᷫㅦᄌൻߐߖߡ⸘᷹ࠍⴕߥߞߡ޿

ࠆ㧚

޿ߕࠇߩᄙ㑐▵ᐔ᧼߽㧘ᵹㅦ߇ㅦ޿߶ߤᝄേᢙ߇ ᄢ߈޿㧚ᵹㅦ

3.0 m/s

એ਄ߢߪ㧘ᝄേᢙߪᵹㅦߩ

3/4

ਸ਼ߦ߶߷Ყ଀ߔࠆ㧚ห৻㕙ⓍߢᲧセߔࠆߣ㧘❑ᮮᲧ ߇ᄢ߈޿߶ߤᝄേᢙ߇㜞޿ߎߣ߇ಽ߆ࠆ㧚߹ߚห৻

l (mm)

b (mm)

b/l ( )

bul

(mm

2

) Symbol 43.3 28.9 0.66 1250 S1 61.2 40.8 0.66 2500 M1 75.0 50.0 0.66 3750 L1 35.4 35.4 1.0 1250 S2 50.0 50.0 1.0 2500 M2 61.2 61.2 1.0 3750 L2 25.0 50.0 2.0 1250 S3 35.4 70.7 2.0 2500 M3 43.3 86.6 2.0 3750 L3

Ᏹᐂ⯟✵◊✲㛤Ⓨᶵᵓ≉ู㈨ᩱ䚷

JAXA–SP–09–014

42

This document is provided by JAXA.

(3)

❑ᮮᲧߢᲧセߔࠆߣ㧘㕙Ⓧ߇ᄢ߈޿߶ߤᝄേᢙ߇ૐ

޿㧚ߐࠄߦ❑ᮮᲧ࡮㕙Ⓧ߇⇣ߥࠆᄙ㑐▵ᐔ᧼ߢ߽㧘 ᐔ᧼㐳ߐ

l

߇╬ߒ޿߽ߩߪ㧘߶߷หߓᝄേᢙߢ޽ࠆ ߎߣ߽ಽ߆ߞߚ㧚ߥ߅

L1

ߦߟ޿ߡߪ㧘࿑㧟ߦ␜ߔ ࠃ߁ߦ㧘ᵹㅦ⚂

4.8 m/s

ߢਇㅪ⛯ߥᄌൻࠍ␜ߒ㧘ᝄ

േᢙ߇⚂

1.5

୚ߣߥߞߚ㧚ߎߩᵹㅦએ਄ߢߪᝄേᢙ ߪ

L3

ߩ୯ߣ߶߷৻⥌ߔࠆ㧚ߎߩਇㅪ⛯ߥᝄേᢙߩ ᄌൻߪ㧘ᓟㅀߩᝄേࡕ࡯࠼ߩᄌൻߦࠃࠆ߽ߩߢ޽ࠆ㧚 ࿑㧞ߩ⚿ᨐࠍ࡟ࠗࡁ࡞࠭ᢙ

Re

㧘ήᰴరᝄേᢙ

F

ߢ⴫ߒߚࠣ࡜ࡈࠍ࿑㧠ߦ␜ߔ㧚਄ㅀߩㅢࠅ㧘ᄙ㑐▵

ᐔ᧼ߩᝄേᢙߪᐔ᧼㐳ߐ

l

ߦᓇ㗀ߐࠇࠆߚ߼㧘ઍ⴫

㐳ߐߣߒߡ

l

ࠍ↪޿ߚ㧚ήᰴరᝄേᢙߪ߅ࠃߘ

0.02

㨪0.04ߩ୯ࠍ␜ߒ㧘࡟ࠗࡁ࡞࠭ᢙ

Re

߇߅ࠃߘ

24000

એ਄ߢᝄേࡕ࡯࠼ߩᄌൻߦࠃࠆ୯ߩਇㅪ⛯ߥᄌൻ ࠍ␜ߔ㧚

࿑㧞ߢ⷗ࠄࠇߚߣ߅ࠅ㧘ᝄേᢙߪᵹㅦߩ

3/4

ਸ਼ߦ

߶߷Ყ଀ߔࠆ㧚߹ߚ࿑㧡ߦ␜ߔࠃ߁ߦ㧘ᐔ᧼㐳ߐߩ

-3/4

ਸ਼ߦ߶߷Ყ଀ߔࠆ㧚ߎߩߎߣ߆ࠄ㧘ᝄേᢙߪ

4 3 0

¸

¹

¨ ·

© v §

l

f U (1)

ߣ⠨߃ࠄࠇࠆ㧚ߎߩ⚿ᨐࠍၮߦ㧘

10

0

10

0

: S1 : S2 : S3 : M1 : M2 : M3 : L1 : L2 : L3

U

0

(m/s)

f (1 /s )

3/4

5˜10

0

5˜10

0

࿑㧞 ᵹㅦ㧙ᝄേᢙߩ㑐ଥ

10

0

10

0

: L3 : L1

U

0

(m/s)

f (1 /s )

5

˜

10

0

5

˜

10

0

࿑㧟 ᵹㅦ㧙ᝄേᢙߩ㑐ଥ㧔L1㧘L3ߩߺ㧕

4 1 4 0

1 0 0 4 3

0

¸

¹

¨ ·

©

¸ §

¹

¨ ·

©

¸ §

¹

¨ ·

©

§

l F U l

U U

fl l

f U (2)

ࠍ࡟ࠗࡁ࡞࠭ᢙߦኻߒߡ࿑␜ߒߚ߽ߩ߇࿑㧢ߢ޽

ࠆ㧚

(2)

ᑼߩ୯ߪήᰴరᢙߢߪߥ޿߇㧘࿑ࠃࠅฦ᧦

ઙߩ୯߇

10000 < Re < 24000

ߢ߶߷หߓ৻ቯ୯ࠍ␜

0 10000 20000 30000

0.00 0.02 0.04 0.06 0.08

: S1 : S2 : S3 : M1 : M2 : M3 : L1 : L2 : L3

Re

F

࿑㧠 ࡟ࠗࡁ࡞࠭ᢙ㧙ήᰴరᝄേᢙߩ㑐ଥ

10

1

10

2

10

0

10

1

l (mm)

f (1 /s )

: U0 = 3.0 (m/s) : U0 = 3.5 : U0 = 4.0 : U0 = 4.5 : U0 = 5.0 : U0 = 5.5

-3/4

࿑㧡 ᝄേᢙߣᐔ᧼㐳ߐߣߩ㑐ଥ

0 10000 20000 30000

0.00 0.01 0.02 0.03 0.04 0.05

: S1 : S2 : S3 : M1 : M2 : M3 : L1 : L2 : L3

Re F ( U

0

/ l )

1/4

࿑㧢 ৻᭽ᵹㅦ࡮ᐔ᧼㐳ߐࠍ⠨ᘦߒߚᝄേߩ৻⥸ൻ ࠕቃ⏺ᒙ㑄⛣ࡢゎ᫂࡜ไᚚࠖ◊✲఍ㅮ₇ㄽᩥ㞟㸦➨ ᅇ࣭➨ ᅇ㸧

43

This document is provided by JAXA.

(4)

ߒߡ޿ࠆ㧚ߎߩߎߣ߆ࠄ㧘ᄙ㑐▵ᐔ᧼ߩᝄേߪ㧘ᵹ ㅦ㧘ᐔ᧼㐳ߐࠃࠅ૗ࠄ߆ߩήᰴరࡄ࡜ࡔ࡯࠲ߢ৻⥸

ൻߔࠆߎߣ߇น⢻ߢ޽ࠆߎߣ߇┍߃ࠆ㧚

4-3.

ᝄേࡕ࡯࠼

࿑㧣㨪㧥ߦ↹௝วᚑߦࠃࠅᓧࠄࠇߚᝄേࡕ࡯࠼

ࠍ␜ߔ㧚߶߷ోߡߩᒻ⁁࡮ᵹㅦߦ߅޿ߡ㧘࿑㧣㧘㧤 ߩࠃ߁ߥ▵ߩή޿ᝄേࡕ࡯࠼ߢ޽ࠅ㧘ᵹㅦ߇਄߇ࠆ ߦߟࠇߡⷺᝄ᏷߇ᄢ߈ߊߥࠆ㧚╙

3

ᐔ᧼ߦ㑐ߒߡߪ

ⷺᝄ᏷߇

90

qࠍ⿥߃㧘ᓟ✼߇਄ᵹࠍะߊ߶ߤߣߥ ࠆ㧔࿑㧤㧕㧚ߔߥࠊߜᣛߩߪߚ߼߈ߦ߅޿ߡ⷗ࠄࠇ ࠆޟ㖊ᛂߜޠߣ޿߁⃻⽎7)߇㧘ᄙ㑐▵ᐔ᧼ߦ߅޿ߡ

߽⿠ߎࠆߎߣ߇ಽ߆ߞߚ㧚৻ᣇ㧘L1 ߩᄙ㑐▵ᐔ᧼

ߢߪ㧘ૐᵹㅦߢߪ࿑㧣ߦ⷗ࠄࠇࠆ᭽ߥ▵ߩή޿ᝄേ

ࡕ࡯࠼ߢ޽ߞߚ߇㧘ᵹㅦ⚂

4.8 m/s

એ਄ߢ╙㧞ᐔ᧼

਄ߦਇቢోߥ▵ࠍᜬߟᝄേࡕ࡯࠼ࠍ␜ߒߚ㧔࿑㧥㧕㧚 ᝄേࡕ࡯࠼߇ᄌൻߔࠆᵹㅦ⚂

4.8 m/s

ߢߪ㧘߶߷ቢ

ోߥ▵ߣߞߚ㧚࿑㧟ߦ⷗ࠄࠇߚᝄേᢙߩਇㅪ⛯ߥᄌ ൻߪ㧘ߎߩᝄേࡕ࡯࠼ߩᄌൻߦࠃࠆ߽ߩߢ޽ࠆߎߣ ߇ಽ߆ߞߚ㧚

5.

⚿⺰

ᵹ૕ᝄേ೑↪ᣇᑼ㘑᳓ജ⊒㔚ࠍ⋡ᜰߒ㧘⠨᩺ߒߚᝄേ

૕ߢ޽ࠆᄙ㑐▵ᐔ᧼ߩᝄേߩၮ␆․ᕈࠍ⺞ᩏߒߚ㧚ߘߩ

⚿ᨐએਅߩ⍮⷗ࠍᓧߚ㧚

(1)

ᄙ㑐▵ᐔ᧼ߪᭂ߼ߡ๟ᦼ⊛ߢᝄ᏷߇৻ቯߩᝄേࠍⴕ ߁㧚

(2)

ᝄേߩ㐿ᆎߣ஗ᱛߦߪࡅࠬ࠹࡝ࠪࠬ߇ሽ࿷ߔࠆ㧚

(3)

ᝄേᢙߪᵹㅦߣ౒ߦჇടߔࠆ㧚߹ߚᐔ᧼㐳ߐ߇㐳޿

߶ߤᝄേᢙߪૐߊߥࠆ㧚

(4)

ᐔ᧼ᒻ⁁࡮ᵹㅦߦࠃߞߡ㧘⇣ߥࠆᝄേࡕ࡯࠼߇ሽ࿷

ߒ㧘ࡕ࡯࠼߇ᄌൻߔࠆ㓙㧘ᝄേᢙ߽ᄌൻߔࠆ㧚

ෳ⠨ᢥ₂

1)

Ყደᩮ

:

․㐿

2001

157433

P2001

157433A

. 2)

㋈ᧁ

,

␹⼱

,

᧻ᧄ

:

․㐿

2006

226221

P2006

226221A㧕.

3)

᪢↰㧘ဈ੗㧘ਛ᧛㧘㔚᳇ቇળ⺰ᢥ⹹

E

Vol.

123㧘No.12 (2003)㧘pp. 534-540.

4)

ጊጯ

,

ศ㊁

,

ዊᨋ

,

೨↰

:

ᣣᧄᯏ᪾ቇળᵹ૕Ꮏቇ ㇱ㐷⻠Ṷળ㧔2007㧕㧘No.07-16, pp.50.

5)

ጊጯ

:

ᣣᧄᵹ૕ജቇળᐕળ

2008

⻠Ṷⷐᣦ㓸

, pp.47.

6) S. Taneda: Journal of the Physical Society of Japan (1968), Vol. 24, No.2, pp. 392 - 401.

7)

૒ ⮮ 㧘 ᢪ ⮮ 㧘 ਛ ᧛

: JAXA-SP-05-012 (2006), pp.23-26.

8)

ጊญ㧘㑐ญ㧘ᮮ↰㧘ㄞᧄ㧘ᣣᧄᯏ᪾ቇળ⺰ᢥ㓸㧘

Vol.65, No.632 (1999), pp.1232-1239.

9) Zhang, J., Childress, S., Libchaber, A., Shelly, M.:

Nature (2000), Vol. 408, pp. 835 - 839.

࿑㧣 ᝄേࡕ࡯࠼ ( M2,

U

0

= 2.5 m/s )

࿑㧤 ᝄേࡕ࡯࠼

( M2, U

0

= 5.0 m/s )

࿑㧥 ᝄേࡕ࡯࠼

( L1, U

0

= 5.0 m/s ) Flow

Flow

Flow

node

Ᏹᐂ⯟✵◊✲㛤Ⓨᶵᵓ≉ู㈨ᩱ䚷

JAXA–SP–09–014 44

This document is provided by JAXA.

参照

関連したドキュメント

Pour tout type de poly` edre euclidien pair pos- sible, nous construisons (section 5.4) un complexe poly´ edral pair CAT( − 1), dont les cellules maximales sont de ce type, et dont

Kilbas; Conditions of the existence of a classical solution of a Cauchy type problem for the diffusion equation with the Riemann-Liouville partial derivative, Differential Equations,

We present sufficient conditions for the existence of solutions to Neu- mann and periodic boundary-value problems for some class of quasilinear ordinary differential equations.. We

Analogs of this theorem were proved by Roitberg for nonregular elliptic boundary- value problems and for general elliptic systems of differential equations, the mod- ified scale of

Later, in [1], the research proceeded with the asymptotic behavior of solutions of the incompressible 2D Euler equations on a bounded domain with a finite num- ber of holes,

Then it follows immediately from a suitable version of “Hensel’s Lemma” [cf., e.g., the argument of [4], Lemma 2.1] that S may be obtained, as the notation suggests, as the m A

Our method of proof can also be used to recover the rational homotopy of L K(2) S 0 as well as the chromatic splitting conjecture at primes p &gt; 3 [16]; we only need to use the

Correspondingly, the limiting sequence of metric spaces has a surpris- ingly simple description as a collection of random real trees (given below) in which certain pairs of