Embed Size (px)
Citation preview
F - 12
付図 5-8 THE STUDY ON THE NATIONWIDE FLOOD RISK ASSESSMENT AND THE FLOOD MITIGATION
PLAN FOR THE SELECTED AREAS IN THE REPUBLIC OF THE PHILIPPINES
JAPAN INTERNATIONAL COOPERATION AGENCY
キナンリマン流域図
Table: Objective River Improvement Length
River Length (km) Remarks
Kinanliman 1.1 Left bank: 1.1kmRight bank: 0.6km
Estimated Flood Potential Area of the Kinanliman River Basin
F - 13
付図 5-9 THE STUDY ON THE NATIONWIDE FLOOD RISK ASSESSMENT AND THE FLOOD MITIGATION
PLAN FOR THE SELECTED AREAS IN THE REPUBLIC OF THE PHILIPPINES
JAPAN INTERNATIONAL COOPERATION AGENCY
キナンリマン流域洪水対策計画概要図
CR1
-2
0
2
4
6
430 450 470 490 510 530 550
Station (m)
Ele
vation
(m)
30.0m
55.6m
EL+0.8m
EL+3.9m
-179m (-385～-150m)
EL+4.7m
CR2
0
2
4
6
8
-60 -40 -20 0 20 40Station (m)
Ele
vation
(m)
30.0m
54.2m
-20m (-150～0m)
EL+1.7m
EL+4.4mEL+5.2m
CR3
2
4
6
8
10
-50 -30 -10 10 30 50 70 90Station (m)
Ele
vat
ion (
m)
30.0m
EL+3.0m
EL+7.7m
EL+8.5m
103m (0～150m)
125.0m
CR4
4
6
8
10
12
360 380 400 420 440 460 480 500
Station (m)
Ele
vation
(m)
30.0m
EL+6.1m
EL+9.2mEL+10.0m
302m (150～350m)
160.0m
CR5
9
11
13
15
17
19
-50 -30 -10 10 30 50 70 90
Station (m)
Ela
vat
ion
(m)
30.0m
582m (350～660m)
EL+15.1mEL+14.3m
EL+10.7m
72.5m
F - 14
付図 5-10 THE STUDY ON THE NATIONWIDE FLOOD RISK ASSESSMENT AND THE FLOOD MITIGATION
PLAN FOR THE SELECTED AREAS IN THE REPUBLIC OF THE PHILIPPINES
JAPAN INTERNATIONAL COOPERATION AGENCY
ツガナイ流域図
Table: Objective River Improvement Length
River Length (km)
Tuganay 21.0 Anibongan 10.0 New Ising 9.0 Old Ising 3.0
F - 15
付図 5-11 THE STUDY ON THE NATIONWIDE FLOOD RISK ASSESSMENT AND THE FLOOD MITIGATION
PLAN FOR THE SELECTED AREAS IN THE REPUBLIC OF THE PHILIPPINES
JAPAN INTERNATIONAL COOPERATION AGENCY
ツガナイ流域洪水対策計画概要図
CR1_Tuganay
-6
-4
-2
0
2
4
6
8
10
200 250 300 350 400 450 500 550 600
Station (m)
Ele
vation (
m)
20.0m
EL+5.1m
EL-2.8m
6.4km(0～6.5km)
54.8m
CR2_Tuganay
-4
-2
0
2
4
6
8
10
150 200 250 300 350 400 450 500
Station (m)
Ele
vation (
m)
20.0m
8.8km(6.5～9.0km)
EL+5.8m
54.0m
EL-1.9m
EL+6.6m
CR3_Tuganay
0
2
4
6
8
10
150 200 250 300 350Station (m)
Ele
vation
(m
)
20.0m
14.6km(9.0～15.0km)
EL+7.6m
59.0m EL+8.4m
EL+1.9m
CR4_Tuganay
2
4
6
8
10
12
100 150 200 250Station (m)
Ele
vat
ion (
m)
16.2km(15.0～17.0km)
20.0m
EL+3.7m
EL+9.1mEL+9.9m
57.2m
CR5_Tuganay
5
7
9
11
13
15
50 100 150 200Station (m)
Ele
vation
(m
)
20.0m
18.8km(17.0～21.0km)
EL+12.2m
EL+7.0m
EL+13.0m56.0m
CR1_Anibongan
-4
-2
0
2
4
6
8
10
200 250 300 350 400
Station (m)
Ele
vat
ion (
m)
20.0m
4.3km(0～4.5km)
EL+6.4m
66.2mEL+7.0m
EL-0.7m
CR2_Anibongan
-4
-2
0
2
4
6
8
10
300 350 400 450 500
Station (m)
Ele
vation
(m)
20.0m
6.1km(4.5～6.5km)
EL+6.6m
65.0m EL+7.2m
EL-0.3m
CR3_Anibongan
-2
0
2
4
6
8
10
150 200 250 300 350
Station (m)
Ele
vat
ion
(m)
20.0m
9.8km(6.5～10.0km)
EL+7.0m
58.4m EL+7.6m
EL+1.2m
CR1_Ising
-6
-4
-2
0
2
4
-50 0 50 100 150
Station (m)
Ele
vation
(m
)
35.0m
20m
EL+1.4m
99.0mEL+2.0m
EL-4.0m
(0～2.0km)
CR2_Ising
-4
-2
0
2
4
6
0 50 100 150
Station (m)
Ele
vation
(m)
6.0km(2.0～6.0km)
10.0m
35.0m
EL+4.0mEL+3.4m
EL-1.0m
100.0m
CR3_Ising
-4
-2
0
2
4
6
8
3,400 3,450 3,500 3,550
Station (m)
Ele
vation
(m
)
(6.0～9.0km)
30.0m
EL+4.2mEL+3.6m
EL-0.5m
48.8m
CR_Old Ising
-2
0
2
4
6
50 100 150
Station (m)
Ele
vat
ion (
m)
5.0m
3.0km(0～3.0km)
EL+3.5mEL+4.1m
EL-0.3m
22.6m
Optimum Plan
F - 16
付図 5-12 THE STUDY ON THE NATIONWIDE FLOOD RISK ASSESSMENT AND THE FLOOD MITIGATION
PLAN FOR THE SELECTED AREAS IN THE REPUBLIC OF THE PHILIPPINES
JAPAN INTERNATIONAL COOPERATION AGENCY
ディナガサン流域図
Table: Objective River Improvement Length
River Length (km)
Dinanggasan 1.6
Estimated Flood Potential Area of the Dinanggasan River Basin
F - 17
Bridge
Din
angg
asan
Riv
er
Existing Dike
Compol River
CatarmanCompol
River Mouth
BridgeTagib River
296m
3 /s26m 3/s 27
0m3 /s
Dike
Bridge
Din
angg
asan
Riv
er
Existing Dike
Compol River
CatarmanCompol
River Mouth
BridgeTagib River
296m
3 /s26m 3/s 27
0m3 /s
Dike
Bridge
Din
angg
asan
Riv
er
Existing Dike
Compol River
CatarmanCompol
River Mouth
BridgeTagib River
270m
3 /s26m 3/s 27
0m3 /s
DikeChanneling
Bridge
Din
angg
asan
Riv
er
Existing Dike
Compol River
CatarmanCompol
River Mouth
BridgeTagib River
270m
3 /s26m 3/s 27
0m3 /s
DikeChanneling
付図 5-13 THE STUDY ON THE NATIONWIDE FLOOD RISK ASSESSMENT AND THE FLOOD MITIGATION
PLAN FOR THE SELECTED AREAS IN THE REPUBLIC OF THE PHILIPPINES
JAPAN INTERNATIONAL COOPERATION AGENCY
ディナガサン代替案ケース図
Case-2
Case-1
Tag-Ibo River
Tag-Ibo River
F - 18
付図 5-14 THE STUDY ON THE NATIONWIDE FLOOD RISK ASSESSMENT AND THE FLOOD MITIGATION
PLAN FOR THE SELECTED AREAS IN THE REPUBLIC OF THE PHILIPPINES
JAPAN INTERNATIONAL COOPERATION AGENCY
ディナガサン流域洪水対策概要図
CR1
-2
0
2
4
6
8
10
12
100 200 300 400 500
Station (m)
Ele
vation (
m)
120m (0～120m)
EL+4.3mEL+5.1m
EL+3.1m
190.0m
197.8m
CR2
8
10
12
14
16
18
20
22
200 300 400 500 600Station (m)
Ele
vation(m
)
530m (120～530m)
EL+12.8mEL+11.9m
EL+13.6m
100.0m
107.0m
CR3
22
24
26
28
30
32
34
36
50 150 250 350 450Station (m)
Ele
vation (
m)
880m (530～880m)
EL+26.8mEL+27.6m
EL+25.7m
100.0m
107.6m
CR4
32
34
36
38
40
42
44
46
0 100 200 300 400Station (m)
Ele
vat
ion (
m)
1170m (880～1400m)
EL+38.4mEL+39.2m
EL+37.2m
70.0m
78.0m
