w v4 >e ] 5 b Ý'ì 2 6õm %Ê'2library.jsce.or.jp/jsce/open/00906/2013/19-0171.pdf ·...

6
THE EFEECTIVENESS OF THE RIVER IMPROVEMENTS IN THE LOWER TONE RIVER Naoki IWAYA, Shoji FUKUOKA and Hidenori ZENIYA In the Lower Tone River, channel dredging and widening have been conducted to respond to the large floods. However, the current river channel has still insufficient capacity for the present design flood. So, it is required the appropriate river improvement works in the future, and therefore it is important to clarify the changes in cross- sections and effectiveness of the past river improvement works. We investigated changes in the characteristics of channel shape resulting from the channel widening by using non- dimensional plan shape parameters. The result provided that there was little difference of characteristics of plan shape between the natural meandering channel and the Lower Tone River after river improvement works in spite of conducting the channel widening. Furthermore, we suggested the effectiveness of the river improvement works in the Lower Tone River by using Fukuoka’s equation. Key Words : the Lower Tone River, river improvement works, channel widening and dredging, flood flow, channel shape, Fukuoka’s equation 1) (85.5km 66.5km) 56 58 5 56 58 2) 3) 4) . - 171 -

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Page 1: W v4 >E ] 5 b Ý'ì 2 6õM %Ê'2library.jsce.or.jp/jsce/open/00906/2013/19-0171.pdf · 5 S b bmc /L b Íc W b d)z*L bmc /L bQ ... S34 S36 S38 S40 S42 S44 S46 S48 S50 S52 S54 S56 S58

THE EFEECTIVENESS OF THE RIVER IMPROVEMENTS IN THE LOWER TONE RIVER

Naoki IWAYA, Shoji FUKUOKA and Hidenori ZENIYA

In the Lower Tone River, channel dredging and widening have been conducted to respond to the large floods. However, the current river channel has still insufficient capacity for the present design flood. So, it is required the appropriate river improvement works in the future, and therefore it is important to clarify the changes in cross-sections and effectiveness of the past river improvement works. We investigated changes in the characteristics of channel shape resulting from the channel widening by using non-dimensional plan shape parameters. The result provided that there was little difference of characteristics of plan shape between the natural meandering channel and the Lower Tone River after river improvement works in spite of conducting the channel widening. Furthermore, we suggested the effectiveness of the river improvement works in the Lower Tone River by using Fukuoka’s equation.

Key Words : the Lower Tone River, river improvement works, channel widening and dredging, flood flow, channel shape, Fukuoka’s equation

1)

(85.5km 66.5km)56 58 5

56 582)

3)

4)

.

- 171 -

Page 2: W v4 >E ] 5 b Ý'ì 2 6õM %Ê'2library.jsce.or.jp/jsce/open/00906/2013/19-0171.pdf · 5 S b bmc /L b Íc W b d)z*L bmc /L bQ ... S34 S36 S38 S40 S42 S44 S46 S48 S50 S52 S54 S56 S58

0

200

400

600

800

1000

1200

1400

0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0 45.0 50.0 55.0 60.0 65.0 70.0 75.0 80.0 85.0

-9

-7

-5

-3

-1

1

3

5

7

9

11

13

0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 40.0 45.0 50.0 55.0 60.0 65.0 70.0 75.0 80.0 85.0

(85.3km)

(16.7km) (31.2km) (40.1km)

(44.5km)

(54.7km)

(58.3km)

(66.4km)

(76.5km)

(78.5km)

(m)

S36 H19

S36 S47 S55 H07 H17

(km)

(Y.P

.m)

(km)

S34.8 6300m3/sS47.9 5800m3/sS47.9

S57.9 7800m3/sH10.9 8600m3/sH19.9 7200m3/s

S36 S47 S55 H10 H19

-11.0 -9.9 -8.8 -7.8 -6.7 -5.6 -4.5 -3.5 -2.4 -1.3 -0.2 0.8 1.9 3.0(Y.P.m)

Flow

Flow

(85.5km)(40.0km)

(18.5km)

78.5km 66.4km54.7km

44.5km 40.1km

31.2km

76.5km16.7km

(0.0km)

(S55 S58)(S36 S39)

Flow

- 172 -

Page 3: W v4 >E ] 5 b Ý'ì 2 6õM %Ê'2library.jsce.or.jp/jsce/open/00906/2013/19-0171.pdf · 5 S b bmc /L b Íc W b d)z*L bmc /L bQ ... S34 S36 S38 S40 S42 S44 S46 S48 S50 S52 S54 S56 S58

85.5km 0.0km36 19

47 9 10 934 8 57

9

36 1919

3)

Sine-generated curvebmc

Amp L 2Amp/Lbmc/(2Amp+bmc)

bmc/L2Amp/L bmc/(2Amp+bmc)36 19

bmc/L bmc/Lbmc/L 0.03

0.06 bmc/(2Amp+bmc) 0.53

69.0km 62km43.0km 33.5km 38.5km 26km

bmc/(2Amp+bmc) 2Amp/L

bmc/(2Amp+bmc)

0

0.1

0.2

0.3

0.4

0.5

0.6

0 0.1 0.2 0.3 0.4 0.5 0.6

Lbmc

� �mcmp

mcbA

b�2/

/L

Amp2

/

L

2Amp+bmc

bmc

Sine-generated curve

2 2Amp

80.0km 69.0km69.0km 62.0km66.0km 58.0km62.0km 52.5km47.5km 38.5km43.0km 33.5km38.5km 26.0km

S36 H19

0.020.04

0.060.08

02000400060008000

1000012000

S34 S36 S38 S40 S42 S44 S46 S48 S50 S52 S54 S56 S58 S60 S62 H01H03H05H07H09H11H13H15H17H19

S34.8 S47.9

S57.9

H10.9

H19.9

(85.3km)

(76.5km)

- 173 -

Page 4: W v4 >E ] 5 b Ý'ì 2 6õM %Ê'2library.jsce.or.jp/jsce/open/00906/2013/19-0171.pdf · 5 S b bmc /L b Íc W b d)z*L bmc /L bQ ... S34 S36 S38 S40 S42 S44 S46 S48 S50 S52 S54 S56 S58

55

34 8 479 57 9 10 9

(1) (2)4)

Q B h I

dr =d60 g

18.5km

85.3km 66.4km

85.3km76.5km

810

710

610

510

410

310 1410 1510

rdB

rdh

5rgId

Q

40.0

580.2 �

��

rr gIdQ

dB

40.0

533.6

��

��

rr gIdQ

dB

40.0

525.4

��

��

rr gIdQ

dB

85.3km78.5km76.5km66.4km

54.7km44.5km

40.1km31.2km16.7km

16.7km (S36 )

38.0

514.0

��

��

rr gIdQ

dh

38.0

513.0

��

��

rr gIdQ

dh

40.0

5

40.0

533.680.2 �

��

���

��

rrr gId

QdB

gId

Q38.0

514.0

��

��

rr gIdQ

dh

- 174 -

Page 5: W v4 >E ] 5 b Ý'ì 2 6õM %Ê'2library.jsce.or.jp/jsce/open/00906/2013/19-0171.pdf · 5 S b bmc /L b Íc W b d)z*L bmc /L bQ ... S34 S36 S38 S40 S42 S44 S46 S48 S50 S52 S54 S56 S58

41 5)

10

77.0km 76.0km22

76.5km76.5km

76.2km

76.5km

76.5km 76.0km

18.5km 3622

1200m

16.7km

36

11

36

18.5km

76.0k

76.1k

76.2k

76.3k

76.5k

76.6k

76.7k

76.8k

76.9k

77.0k

Flow

76.4k

- 175 -

Page 6: W v4 >E ] 5 b Ý'ì 2 6õM %Ê'2library.jsce.or.jp/jsce/open/00906/2013/19-0171.pdf · 5 S b bmc /L b Íc W b d)z*L bmc /L bQ ... S34 S36 S38 S40 S42 S44 S46 S48 S50 S52 S54 S56 S58

19 9

1)

2)

3)

10

1)

B1

Vol.69 No.4 I_1003-1008 2013

2)

B1 Vol.68 No.4 I_1135-1140 2012

3)

No.754/ -66 pp.19-

31 2004

4)

B1

Vol.68 No.4 I_1423-1428 2012

5) 1987

- 176 -