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Ἑᕝ㡢㡪䝖䝰䜾䝷䝣䜱䞊ἲ䛻䜘䜛 ὶ㏿䞉ὶ㔞䛾䝸䜰䝹䝍䜲䝮 ⮬ほ 䝅䝇䝔䝮䛾ᵓ⠏ ᗈᓥᏛ Ꮫ㝔 ᕤᏛ◊✲⛉ ᕝす 2017/5/24 Ἑᕝሗ䝉䞁䝍䞊 ᖹᡂ27ᖺᗘ◊✲ຓᡂᡂᯝ ሗ࿌ 1 2017/5/24 Ἑᕝሗ䝉䞁䝍䞊 ᖹᡂ27ᖺᗘ◊✲ຓᡂᡂᯝ ሗ࿌ 2 ◊✲ㄢ㢟䛾⫼ᬒ䛸┠ⓗ ¾ 㜵⅏ሗ䞉Ἑᕝ⎔ቃ䛾ほⅬ䛛䜙䚸Ἑᕝὶ㔞ほ 䛿㠀ᖖ䛻㔜せ䚹 ¾ ኪ㛫䛾ほ 䚸ᛴ䛺Ỉ䚸Ᏻ☜ಖ➼䛾ၥ㢟䛷ேຊ䛷䛿 ὥỈὶ㔞䜢ほ 䛷䛝䛺䛔ሙ䛜䛒䜛䚹 ¾ ᑡᏊ㧗㱋䛻䜘䜛ປാຊ㊊䛜㐍䜐୰䛷䚸Ἑᕝὶ㔞䛾⮬ほ ᢏ⾡䛾☜❧䛿ႚ⥭䛾ㄢ㢟䚹 ¾ ᗈᓥᏛ䛷㛤Ⓨ䛧䛯䚸Ἑᕝ㡢㡪䝖䝰䜾䝷䝣䜱䞊䝅䝇䝔䝮䠄㻲㻭㼀㻿䠅 䜢⏝䛔䛶Ἑᕝὶ㔞䛾䝸䜰䝹䝍䜲䝮⮬ほ 䜢ᐇ⌧䛧䚸┬ேຊ 䞉䝁䝇䝖⦰ῶ䜢䛿䛛䜛䚹 ¾ Ụ䛾ᕝ䠄ᗈᓥ┴ḟᕷ䠅䛷䝸䜰䝹䝍䜲䝮⮬ほ 䝅䝇䝔䝮䜢ᵓ ⠏䞉ᐇᆅヨ㦂䜢ᐇ䚸ᮏ⮬ほ 䝅䝇䝔䝮䛾᭷ຠᛶ䜢☜ㄆ䛩䜛䚹

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2017/5/24 27 1

2017/5/24 27 2

2017/5/24 27 3

1. 水位流量曲線法(HQ法)

2. ADCPADCP

3. H-ADCP

4.

5.

2017/5/24 27 4

/ cosm mv u θ= (5)

:u:v

mm ucLt+

=1 (1)

mm ucLt−

=2 (2)

:

mm t

Ltt

Lc ≈+=21

112

1 2

2

21 1

2 2 2m

mm

L L t cu tt t t L

Δ= − ≈ = Δ

(3)

(4)

( ) 1221 ,2/ ttttttm −=Δ+=

2017/5/24 27 5

(AVM) from a report of USGS

2017/5/24 27 6

50

240

mm

300

mm

230 mm 132 mm 55 mm

FATS (3 kg, 5 watt)

100 mm

30 kHz-Transducer Unit

FATS

10 50 kHz

12 18 vDC, 5 W3 kg

50 kHz 150 m 500 m30 kHz 200 m 1 km10 kHz 500 m 10 km

2017/5/24 27 7

FATS

AVM

LAN

2017/5/24 27 8

両岸の無指向性トランスデューサーから上下流方向へ音波を同時発信・GPS クロックに同期・M系列による位相変調

両岸の音響局における受信波データと水位データをデータ処理ユニットに無線伝送

受信波とM系列との相互相関を求め、伝播時間を算出

上下流方向への音波の伝播時間差上下流方向への伝播時間の平均値

両音響局の水位から流積を算出

断面平均流速断面平均水温

河川流量

断面平均流速・水温、流量、水位データのリアルタイム表示

インターネット

FATSFATS

2017/5/24 27 9

Width=115 mDepth 1.2 mBed slope 0.11%

2017/5/24 27 10

T1

T2Transmission line

T1

T2

Flow

Transducer &WL sensor

M 930 kHz

51.1 ms30 s20 10

FATS

2017/5/24 27 11

LAN

FATS

2017/5/24 27 12

FATS

LAN

2017/5/24 27 13

ADCPRC

2017/5/24 27 14

1

2017/5/24 27 15

2017/5/24 27 16

2015.11 2016.8 258

0.15 2.3 m/s

15 580 m3/s

0.7 3.7 m

2017/5/24 27 17

2016.11 2017.3

2017/5/24 27 18

+10%

-10%

+10%

67%91%

77%99%

350 350 m /sQ≤ ≤

−10%

+10% +10%

315 580 m /sQ≤ ≤

2017/5/24 27 19

(c) (d)

(a) (b)

RC

HQ

FATSADCP

2017/5/24 27 20

- FATS

-

-

HQ

-

2017/5/24 27 21

2010-2446732014 6 13

2017/5/24 27 22

(2014–2017)

• Kawanisi, K., Al Sawaf, M.B., Kagami, J., Danial, M.M., Okuda, S. (2017). “A novel hydro-acoustic system for automated streamflow acquisition with high temporal resolution.” paper presented at HydroSenSoft2017, IAHR, Madrid, Spain, 25-31.

• Al Sawaf, M.B., Kawanisi, K. (2017), “A mountainous river flow fluctuation analysis using shallow-water acoustic tomography system.” Journal of Japan Society of Civil Engineers, Ser.B1 (Hydraulic Engineering), 73(4),19-24.

• Kawanisi, K., Zhu, X.-H., Fan, X., and Nistor, I. (2017). “Monitoring tidal bores using acoustic tomography system.” J. Coast. Res., 33(1), 96-104, doi:10.2112/JCOASTRES-D-15-00172.1.

• Kawanisi, K., Bahrainimotlagh, M., AlSawaf, M. B., and Razaz, M. (2016). “High-frequency streamflow acquisition and bed level/flow angle estimates in a mountainous river using shallow-water acoustic tomography.” Hydrol. Process., 30(13), 2247–2254, doi:10.1002/hyp.10796.

• Bahreinimotlagh, M., Kawanisi, K., Danial, M. M., AlSawaf, M. B., and Kagami, J. (2016). “Application of shallow-water acoustic tomography to measure flow direction and river discharge.” Flow Measurement and Instrumentation, 51, 30-39, doi:10.1016/j.flowmeasinst.2016.08.010.

• Al Sawaf, M. B., Kagami, J., Bahrainimotlagh, M., and Kawanisi, K. (2016). “Gauging river discharge with acoustic tomography system.” paper presented at 20th IAHR-APD, Colombo, Sri Lanka, 2016/8/29 (8/28-31).

• Razaz, M., Kawanisi, K., Kaneko, A., and Nistor, I. (2015). “Application of acoustic tomography to reconstruct the horizontal flow velocity field in a shallow river.” Water Resour. Res., 51(12), 9665-9678, doi:10.1002/2015WR017102.

• Kawanisi, K., Razaz, M., and BahrainiMotlagh, M. (2015). “Monitoring flow rate and salinity intrusion in a tidal floodway using fluvial acoustic tomography.” paper presented at The 36th IAHR World Congress, IAHR, The Hague, the Netherlands, 2015/7/2 (6/28-7/3).

• Kawanisi, K., and Razaz, M. (2014). “Acoustic investigations of unsteady salinity intrusion in a diversion channel.” paper presented at UA2014, pp. 101-108, Rhodes, Greece.