aqueduct / farm bridgeplan and profile approved by date october , 2002 59.000 511.000 510.500...
TRANSCRIPT
THE STUDY ON FLOOD CONTROL AND WATER MANAGEMENT
JICA
Name
Signature
Date
TITLE :
AQ/TFW -1
DWG No.
COOPERATION AGENCY
JAPAN INTERNATIONAL
OCTOBER , 2002
1/2
SHEET NO.
SCALE
IN LIMBOTO - BOLANGO - BONE BASIN
MINISTRY OF SETTLEMENT AND REGIONAL INFRASTRUCTURE
DIRECTORATE GENERAL OF WATER RESOURCES,
AQUEDUCT NO.1
Checked by Approved by
PLAN AND PROFILE DATE
511.
000
510.
500
59.000 511.
500
62.000
60.000
61.500
60.500
61.000
Kel. Padengo
Y = 60335.6264X = 511029.3642
TB - 4
59.500
Y = 59798.6999X = 510935.3224
Kel. Oluhuta
Z = 9.41
Z = 8.93
59.500
Kel. Po'owoZ = 9.34Y = 60906.1498X = 511052.6811
TB - 3
TB - 2
60.500
Kp. Po'owo Dalam
x = 511596.920
z = 9.12y = 62004.720
X = 511514.3287
Z = 9.69Y = 61830.4831
TB - 1
Kp. Po'owo
RAT-162.000
61.500
C
4 3
D
4 3
2 1
B
C
C
D
2 1
WE
T M
AS
ON
RY
RIP
-RA
P
GA
BIO
N L
AY
ER
EXISTING TERTIARY CANAL
AQUEDUCT / FARM BRIDGE
AQUEDUCT / FARM BRIDGE
B-41
JICADate
DWG No.
AQ/TFW - 2JAPAN INTERNATIONAL
COOPERATION AGENCY
SHEET NO.
2/2
Z = 8.93
MINISTRY OF SETTLEMENT AND REGIONAL INFRASTRUCTURE
THE STUDY ON FLOOD CONTROL AND WATER MANAGEMENT
DIRECTORATE GENERAL OF WATER RESOURCES,
60.000
Checked by
TITLE :
Signature
Name
IN LIMBOTO - BOLANGO - BONE BASIN
SCALE
AQUEDUCT NO.4PLAN AND PROFILE
Approved byDATE
OCTOBER , 2002
511.
000
59.000
510.
500
511.
500
Kel. Padengo
Kel. Oluhuta
Z = 9.41
TB - 4
Y = 59798.6999X = 510935.3224
59.500
59.500
62.000
61.000
60.500
61.500
RAT-1
Z = 9.34Y = 60906.1498X = 511052.6811
Kel. Po'owoTB - 2
TB - 3
Y = 60335.6264X = 511029.3642
60.500
Kp. Po'owo Dalam
Kp. Po'owo
x = 511596.920
z = 9.12y = 62004.720
X = 511514.3287
Z = 9.69Y = 61830.4831
TB - 1
61.500
62.000
C
4 3
D
4 3
2 1
B
C
C
D
2 1
AQUEDUCT / FARM BRIDGE
WE
T M
AS
ON
RY
RIP
-RA
P
GA
BIO
N L
AY
ER
EXISTING TERTIARY CANAL
AQUEDUCT / FARM BRIDGE
B-42
62.000
60.000
60.500
61.000
61.500
511.
500
510.
500
59.000
511.
000
59.500
X = 510935.3224Y = 59798.6999
TB - 4
Z = 9.41
Kel. Oluhuta
59.500
X = 511052.6811
X = 511029.3642Y = 60335.6264
TB - 3
TB - 2 Kel. Po'owoY = 60906.1498Z = 9.34
Z = 8.93
60.500
Kel. Padengo
X = 511514.3287
Kp. Po'owo Dalam
TB - 1
Y = 61830.4831Z = 9.69
Kp. Po'owo
61.500
y = 62004.720z = 9.12
x = 511596.920RAT-1
62.000
DWG No.
SCALE
DIRECTORATE GENERAL OF WATER RESOURCES,
MINISTRY OF SETTLEMENT AND REGIONAL INFRASTRUCTURE
IN LIMBOTO - BOLANGO - BONE BASINTHE STUDY ON FLOOD CONTROL AND WATER MANAGEMENT
JICA COOPERATION AGENCY
JAPAN INTERNATIONAL
TITLE :
Date
Checked by
Signature
Name
Approved by
PLAN AND PROFILE
1/1
SHEET NO.
DATE
OCTOBER , 2002
C
4 3
D
4 3
2 1
B
C
C
D
2 1
FARM BRIDGE NO. 1 & 2
FB/TFW-1
WE
T M
AS
ON
RY
RIP
-RA
P
GA
BIO
N L
AY
ER
B-43
6
0.60 mCHANNEL DIMENSION 1 : 23.20 m m =h =b= 14.0m f =Q=120 m3/s
0.0
2.00 Meter (MSL)
DISTANCE (M)
EX
ISTI
NG
DE
SIG
N
DESIGN WATER LEVEL
BED LEVEL
BANK LEVEL
ACCUMULATED DISTANCELOWEST RIVER BED /
Section No.
Reference Level :
6.00
TAM1+6
100.51101.37 100.88101.3
TAM1+10
3.00
5.00
4.00
TAM1+8TAM1+9 TAM1+7
TAMALATE RIVER
100 10097.54 100 100 100
T.TAM1+5 2T. 3 4T. 5T. T.
9.00
8.00
7.00
11.00
10.00
T.3T.2
T.6T.5
T.4
T.8T.7
T.9
0.03n =1.75 m/sec.v =I = 0.0010
10.0 Meter2.0 4.0 8.06.0
100100 100 100 100100 100
T. 7 T. 9T.8 T.10T. 11 12T.
100 100 100 100
14T.13T. 15T. 17T.16T.
T.16T.12T.11
T.10
T.14T.13 T.15 T.17
100100100
T.18T.
100
T.19 20
100
23
100
21T.
150
T.T. 22
100
T.T. 24
100
T.25 26
100
28T.T. 27
70
Bone River
T.24
T.27
T.28
T.26
T.25
T.18T.17
T.21
T.23T
.22
T.20T.19
DIRECTORATE GENERAL OF WATER RESOURCES,
MINISTRY OF SETTLEMENT AND REGIONAL INFRASTRUCTURE
THE STUDY ON FLOOD CONTROL AND WATER MANAGEMENT
JICA JAPAN INTERNATIONAL
COOPERATION AGENCY
IN LIMBOTO - BOLANGO - BONE BASIN
LONGITUDINAL SECTION TAM1+10 - T.28
Date
Name
Signature
Checked by
SECTION :
TITLE :
Approved bySCALE
OCTOBER,2002
DATE
DWG No.
LS/TFW-1 1/1
SHEET NO.
Up stream TAMALATE river Floodway Channel :
3000 100 200 400 500 Meter
B-44
B-45
No. DRAWING SHEET TITLE OF DRAWINGNO No.
1 APB - 1 1/3 GENERAL LAYOUT
2 APB - 2 2/3 PROFILE OF SEDIMENT NET AND TYPICAL CHANNEL SECTION
3 APB - 3 3/3 TYPICAL SEDIMENT NET
THE STUDY OF FLOOD CONTROL AND WATER MANAGEMENTIN LIMBOTO - BOLANGO - BONE BASIN
LIST OF FACILITY DRAWINGSECTION : SEDIMENT TRAP WORKS IN LAKE LIMBOTO
B-46
BIYONGA RIVER ALIGNMENT
Limboto lake
ALO-POHU RIVER ALIGNMENT
L = 2,500 mBAMBOO NET
Limboto Lake
Marisa river
Biyo
nga
river
20.0
700.0
600.0
100.0
100.
0
200.0
100.080.010.0
325.0
300.0
200.0
75.0
B
4 3 2 1
AA
C
D
4 3 2
C
C
D
1
B-47
C
4
D
4
23
C
B
C
AA
1
23
D
1
B-48
C
4
D
4
23
C
B
C
AA
1
23
D
1
2.50m1.50 2.00.0 0.50 1.0
0.50 1.0 1.50 2.0 2.50m0.0
B-49