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~EL.+3.50~
STA.
CONTROL POINTSE (m)N (m) ELEV.(m)
BM-KM6
BM-RID-10-01132
0 2SCALE
METERS4 6 10
SLO
PE
SLOPE
SLO
PE
SLOPE
SLOPE
SLOPE
10%
Slo
pe to
ser
vice
spa
ce +
7.5m
MSL
UP
PASA
K R
IVER
EL.+4.00
RO
AD
BR
IDG
E
TEMPORARY DAM 2(DOWNSTREAM)
see KM-TW-002
TEMPORARY DAM 1(UPSTREAM)
S=1:2.0
EL.+3.50
APPROVEDLOCATIONREV.
DESCRIPTION APPROVED
CHECKED APPROVED
PRESENTDATEOFFICE OF ENGINEERING DESIGN & ARCHITECTUREIRRIGATION SYSTEM DESIGN GROUP
APPROVED
DESIGNED
CHECKED
DRAWN
DATE
PROPOSED
APPROVED
VERIFIED
ROYAL IRRIGATION DEPARTMENT
CHIEF
DIRECTOR
D.G.
ROYAL IRRIGATION DEPARTMENT
DATE
NO.
The Flood Prevention Project ofEast Side of the Pasak River in Ayutthaya
in the Kingdom of Thailand
TEMPORARY WORKS OF(TEMPORARY WORKS)
KRA MANG FLOODGATE
CTI ENGINEERING INTERNATIONAL CO., LTD.
Akio SHICHIJUGARI
KM-TW-001
Tatsuji ITO
T. MISHINA
Tatsuji ITO
S=1:2.0
RO
AD
BR
IDG
E
RA
ILWA
Y B
RID
GE
RA
ILWA
Y B
RID
GE
TEMPORARYOFFICE YARD
EXISTING ROAD
TEMPORARYACCESS ROAD
CONSULTING FIRMS :
KRA MANGFLOODGATE
STEEL SHEET PILE TYPE-III
LAYOUT PLAN
Reference Only
P. SIRION
S. INTARAPRACHA
L. KOWATTANA
SAND MAT ALONG NATURAL GROUND t=1m
SAND MAT ALONG NATURAL GROUND t=1m
SAND MAT ALONG NATURAL GROUND t=1m
PARTS NAME
DESIGN CONDITIONS
WALL LENGTH
SOIL PRESSURE
SURECHAGE
HIGH WATER LEVEL
FILLED MATERIAL
20.000 m
EL.+4.000 m
IMPORTED SAND
0.00 kN/m²
COULOMB'S
DESIGN CONDITIONS PARTS NAME MATERIAL TYPE, DIMENSIONS UNIT Q'ty UNIT WEIGHT MASS REMARKS
DETAIL OF ASSEMBLED PARTS
STEEL SHEET PILE SY 295 TYPE III m 800.00 60.0 kg/m 48.000 t
TIE ROD SS400 (< 40 mm) Ø 50 mm 50.82
CHANNEL SS400 180x75x7x10.5 80.00 21.4 kg/m 1.712 t
m
m
REMARKS :1. ALL DIMENSIONS ARE SHOWN IN MILLIMETERS.
BORING LOG [DH-KM-4]
-2
3.00
CL
DE
PTH
(m)
EN
DE
D D
EP
TH (m
)
SYMBOL
GR
AP
HIC
LO
G
VERY STIFF TO HARDLEAN CLAY, BROWN
DESCRIPTION OF SOIL N-VALUE
PENETRATIONDEPTH,
ft. 0 10 3020 40 50
STANDARDPENETRATION TEST
WA
TER
LE
VE
L
-4
-6
-8
-10
-12
-14
-16
-18
-20
-22
-24
-26
-28
-3030.45
8
8
17
10
17
18
20
22
20
30
27
44
46
37
50/9"
40
36
50/4"
45
50/3"
50/3"
50/5"
50/3"
50/2"
50/1"
SM DENSE TO VERY DENSE SILTYSAND, BROWN
-1.0
MEDIUM FAT CLAY,BROWN
50/8"
50/1"
50/1"
50/9"
50/2"
18.00
*WITH SAND AT SS-4& SS-10
SM VERY DENSE SILTY FINESAND, BROWN
CH
20.00
SM VERY DENSE POORLY GRADEDSAND WITH SILT, BROWN
29.00
+0.72 m MSL
4000
500
10@
1900
= 1
9000
2000
0
500
Ø 50 mm TIE RODS
STEEL SHEET PILE TYPE III
2 x CHANNEL -180x75x7x10.5 mm
A A
1000
1000
1280
4720
3280
8000
Ø 50 mm TIE RODS
2 x CHANNEL -180x75x7x10.5 mm
STEEL SHEET PILE TYPE III
EL.+0.720
EL.+3.000
WL.+0.000
180 180
EL.- 4.000
~IMPORTED SAND~
~IMPORTED SAND~
WL.+2.000
MILLIMETERS
800070006000500040003000200010000SCALE A
SEE DETAIL "2"
SEE DETAIL "1"
STEEL SHEET PILE TYPE III
2 x CHANNEL -180x75x7x10.5 mm
125
400
13 400
STEEL SHEET PILE TYPE III 180
13
2 x CHANNEL - 180x75x7x10.5 mm
BEARING PLATE
ANCHOR NUT
Ø 50 mm TIE RODS
1500
SCALE B
10005000 250
MILLILMETERS
4000
H.W.L.+4.000
LOCATIONREV.NO. APPROVEDLOCATION
REV.DESCRIPTION
CHECKED
PRESENT APPROVED
APPROVEDDATE
OFFICE OF ENGINEERING DESIGN & ARCHITECTUREIRRIGATION SYSTEM DESIGN GROUP
APPROVED
DESIGNED
CHECKED
DRAWN
DATE
PROPOSED
APPROVED
VERIFIED
ROYAL IRRIGATION DEPARTMENT
CHIEF
DIRECTOR
D.G.
ROYAL IRRIGATION DEPARTMENT
DATE
NO.
The Flood Prevention Project ofEast Side of the Pasak River in Ayutthaya
in the Kingdom of Thailand
TEMPORARY WORKS OF(TEMPORARY WORKS)
KRA MANG FLOODGATE
CTI ENGINEERING INTERNATIONAL CO., LTD.
KM-TW-002
Tatsuji ITO
Tatsuji ITO
Akio SHICHIJUGARI
T. MISHINA
CONSULTING FIRMS :
Reference Only
DETAIL OF TEMPORARY DAM 2
PLANSCALE A
CL
CL
CL
CL
SECTION A-ASCALE A
DETAIL "1"SCALE B
DETAIL "2"SCALE B
CL
CL
P. SIRION
S. INTARAPRACHA
L. KOWATTANA
A
-1.7m
E
4m
J
18400
28002@
2000
=4000
12400
24400
6800
11600
3@20
00=6
000
8@2000=16000
21200
6000
39200
1360
0
0SCALE
METERS
10
E
F
F
D
D
A
C
C
J34.88
I I
CONTROL POINTSCONTROL POINTSSTA. E (m)N (m) ELEV.(m)STA. E (m)N (m) ELEV.(m)
BM-KM6BM-KM6
20
SLO
PE
SLOPE
SLO
PE
SLOPE
SLOPE
SLOPE
5 30
2000
9@2000=18000
6@2000=12000
1000
LOCATIONREV.NO. APPROVEDLOCATION
REV.DESCRIPTION
CHECKED
PRESENT APPROVED
APPROVEDDATE
OFFICE OF ENGINEERING DESIGN & ARCHITECTUREIRRIGATION SYSTEM DESIGN GROUP
APPROVED
DESIGNED
CHECKED
DRAWN
DATE
PROPOSED
APPROVED
VERIFIED
ROYAL IRRIGATION DEPARTMENT
CHIEF
DIRECTOR
D.G.
ROYAL IRRIGATION DEPARTMENT
DATE
NO.
The Flood Prevention Project ofEast Side of the Pasak River in Ayutthaya
in the Kingdom of Thailand
TEMPORARY WORKS OF(TEMPORARY WORKS)
KRA MANG FLOODGATE
CTI ENGINEERING INTERNATIONAL CO., LTD.
KM-TW-003
Tatsuji ITO
Tatsuji ITO
Akio SHICHIJUGARI
T. MISHINA
CONSULTING FIRMS :
Reference Only
PLAN OF TEMPORARY EXCAVATION WORKS
P. SIRION
S. INTARAPRACHA
L. KOWATTANA
-0.7m MSL
+7.5m MSL
GL +3.5m MSL
-2.7m MSL
5050 2700
7750
±0m MSL
+2.8m MSL
-1.7m MSL
5050
7050
STEEL SHEET PILE TYPE-IIIL=8000
TIE ROD Ø50@2000
6500
+3.6m MSL
H-300 x 300 x 10 x 15L=8000 @2000
+2.5m MSL
WALES -150 x 75 x 6.5 x 10
U shaped wallof Floodgate Breast wall of
Floodgate
PC CORRUGATE SHEET PILE SW 500AL=15000
STEEL SHEET PILE TYPE-IIIL=7500
2000
-0.5m MSL
+7.0m MSL
800
1000
200
-1.0m MSL
1500
200
-2
3.00
CH VERY SOFT TO SOFTFAT CLAY, GRAY
0 10 20 30 40 50
-4
-6
-8
-10
-12
-14
-16
-18
-20
BORING LOG [DH-KM-3]
HARD AND FAT LEANCLAY, BROWN
0
0
1
3
1
12
31
34
31
46
57
52
50/9"
50/10"
50/9"
53
37
42
50/2"
50/2"SM
DENSE TO VERY DENSE SILTYSAND, BROWN
-4.0
FILLNORECOVERY
CH,CL
6.00
7.00
18.00
CL STIFF LEAN CLAY, BROWN
DEP
TH (m
)
END
ED D
EPTH
(m)
GR
APH
IC L
OG
DESCRIPTION OF SOILN-VALUE
PENETRATIONDEPTH,
ft.
STANDARDPENETRATION TEST
WA
TER
LEV
ELSYMBOL
±0m MSL
-10.0m MSL
GL +3.2m MSL
-2.2m MSL
4000
Wing wall ofFloodgate
TIE ROD Ø50mm@2000
H-300 x 300 x 10 x 15L=8000 @2000
WALES -250 x 90 x 11 x 14.5
PC CORRUGATE SHEET PILE SW 500AL=15000
+7.5m MSL
+2.8m MSL+2.5m MSL
21.00
SECTION A-A
STEEL SHEET PILE TYPE-IIIL=7500
SECTION B-B SECTION C-C
+2.90m MSL
7.00
CL STIFF TO VERY STIFFLEAN CLAY, GRAY
19.00
20.00
CL HARD LEAN CLAY WITHFINE SAND, BROWN
CL HARD LEAN CLAY,BROWN
SC-SM VERY DENSE SILTY CLAYEYFINE SAND, BROWN
20
19
12
20
16
19
52
34
30
45
40
54
50/11
65
44
56
52
46
50/8"
50/9"
50/9"
48
52
-6.0
24.15
0 10 20 30 40 50
DEP
TH (m
)
END
ED D
EPTH
(m)
GR
APH
IC L
OG
DESCRIPTION OF SOILN-VALUE
PENETRATIONDEPTH,
ft.
STANDARDPENETRATION TEST
WA
TER
LEV
ELSYMBOL
BORING LOG [DH-KM-1]
-2
-4
-6
-8
-10
-12
-14
-16
-18
-20
+2.78m MSL
±0m MSL
-10.0m MSL
+3.6m MSL
-2.7m MSL
2750
-1.0m MSL
1500
200
Breast wall ofFloodgate
-0.7m MSL
+2.8m MSL
5000
7750
STEEL SHEET PILE TYPE-IIIL=8000
TIE ROD Ø50@2000
6500
H-300 x 300 x 10 x 15L=8000 @2000
+2.5m MSL
WALES -150 x 75 x 6.5 x 10
GL +3.5m MSL
-2.2m MSL
6500
Breast wall ofFloodgate
TIE ROD Ø50@2000
H-300 x 300 x 10 x 15L=8000 @2000
WALES -250 x 90 x 11 x 14.5
PC CORRUGATE SHEET PILE SW 500AL=15000
+7.5m MSL
+2.8m MSL+2.5m MSL
-0.7m MSL
3750
-2.7m MSL
-1.0m MSL
5750
9500
1500
1000
STEEL SHEET PILE TYPE IIIL=7500
STEEL SHEET PILE TYPE-IIIL=7500
SECTION D-D SECTION E-E
200
0SCALE
METERS
152 4 6 8 10
LOCATIONREV.NO. APPROVEDLOCATION
REV.DESCRIPTION
CHECKED
PRESENT APPROVED
APPROVEDDATE
OFFICE OF ENGINEERING DESIGN & ARCHITECTUREIRRIGATION SYSTEM DESIGN GROUP
APPROVED
DESIGNED
CHECKED
DRAWN
DATE
PROPOSED
APPROVED
VERIFIED
ROYAL IRRIGATION DEPARTMENT
CHIEF
DIRECTOR
D.G.
ROYAL IRRIGATION DEPARTMENT
DATE
NO.
The Flood Prevention Project ofEast Side of the Pasak River in Ayutthaya
in the Kingdom of Thailand
TEMPORARY WORKS OF(TEMPORARY WORKS)
KRA MANG FLOODGATE
CTI ENGINEERING INTERNATIONAL CO., LTD.
KM-TW-004
Tatsuji ITO
Tatsuji ITO
Akio SHICHIJUGARI
T. MISHINA
CONSULTING FIRMS :
Reference Only DETAIL OF TEMPORARY WORKS (1/2)
P. SIRION
S. INTARAPRACHA
L. KOWATTANA
7.00
CL STIFF TO VERY STIFFLEAN CLAY, GRAY
19.00
20.00
CL HARD LEAN CLAY WITHFINE SAND, BROWN
CL HARD LEAN CLAY,BROWN
SC-SM VERY DENSE SILTY CLAYEYFINE SAND, BROWN
20
19
12
20
16
19
52
34
30
45
40
54
50/11
65
44
56
52
46
50/8"
50/9"
50/9"
48
52
-6.0
24.15
0 10 20 30 40 50
DEP
TH (m
)
END
ED D
EPTH
(m)
GR
APH
IC L
OG
DESCRIPTION OF SOILN-VALUE
PENETRATIONDEPTH,
ft.
STANDARDPENETRATION TEST
WA
TER
LEV
ELSYMBOL
BORING LOG [DH-KM-1]
-2
-4
-6
-8
-10
-12
-14
-16
-18
-20
+2.78m MSL
±0m MSL
-10.0m MSL
+2.8m MSL
TIE ROD Ø50@2000
6500
+3.6m MSL
H-300 x 300 x 10 x 15L=8000 @2000
+2.5m MSL
WALES -150 x 75 x 6.5 x 10
STEEL SHEET PILE TYPE-IIIL=8000
Drainage Gate
4.00
CL,CH STIFF TO VERY STIFFLEAN AND FAT CLAY, GRAY
HARD LEAN AND FATCLAY, BROWN
*WITH FINE SAND AT SS-7
SCVERY DENSE CLAYEY FINESAND, BROWN
0
0
0
13
19
33
36
36
42
36
38
62
50/10"
50/4"
45
56
50/9"
50/9"
50/8"
50/9"
+3.0
6.00
VERY SOFT CLAY, GRAYNORECOVERY
CL,CH
17.00
21.00
-0.37m MSL
BORING LOG [DH-KM-2]
0 10 20 30 40 50
DEP
TH (m
)
END
ED D
EPTH
(m)
GR
APH
IC L
OG
DESCRIPTION OF SOILN-VALUE
PENETRATIONDEPTH,
ft.
STANDARDPENETRATION TEST
WA
TER
LEV
ELSYMBOL
±0m MSL
-10.0m MSL
-1.5m MSL
RevetmentFloodgate
STEEL SHEET PILE TYPE-IIIL=7500
±0m MSL
SECTION F-F
SECTION G-G, H-H
CROSS SECTIONOF TEMPORARY ROAD
+0.36m MSL 1:1.01:1.0
4000
GL +3.6m MSL
1:1.0
+7.0m MSL
-1.7m MSL
4150
GL +3.2m MSL
±0m MSL
PC CORRUGATE SHEET PILE SW 500AL=15000
SECTION I-I
SECTION J-J
-1.0m MSL
+1.85m MSL
2650
200
0SCALE
METERS
152 4 6 8 10
LOCATIONREV.NO. APPROVEDLOCATION
REV.DESCRIPTION
CHECKED
PRESENT APPROVED
APPROVEDDATE
OFFICE OF ENGINEERING DESIGN & ARCHITECTUREIRRIGATION SYSTEM DESIGN GROUP
APPROVED
DESIGNED
CHECKED
DRAWN
DATE
PROPOSED
APPROVED
VERIFIED
ROYAL IRRIGATION DEPARTMENT
CHIEF
DIRECTOR
D.G.
ROYAL IRRIGATION DEPARTMENT
DATE
NO.
The Flood Prevention Project ofEast Side of the Pasak River in Ayutthaya
in the Kingdom of Thailand
TEMPORARY WORKS OF(TEMPORARY WORKS)
KRA MANG FLOODGATE
CTI ENGINEERING INTERNATIONAL CO., LTD.
KM-TW-005
Tatsuji ITO
Tatsuji ITO
Akio SHICHIJUGARI
T. MISHINA
CONSULTING FIRMS :
Reference Only DETAIL OF TEMPORARY WORKS (2/2)
P. SIRION
S. INTARAPRACHA
L. KOWATTANA
XX
////
////
XX
XX
XX
XX
X
X
XX
X
XX
X
X
XX
XX
XX
X
X
XX
XX
XX
XX
X
XX
X
XX
XX
XX
X
XX
XX
XX
XX
XX
XX
XX
XX
X
XX
XX
XX
XX
XX
XX
XX
X
X X
//
0
0
0
0
0 0
0
0
0.0
0.0
5
Owned by landowner
Owned by landowner
67
66
65
64
63
231
57
58
59
6061
62
228
229
210
261262 263
264
265
266
267
260
259
257258
256
268
1
2
1
56
1819 20
21
23
22
24
25
2627
28
30
29
31
NO
.0 (B
P)
NO
.0+2
0.00
NO
.0+4
0.00
NO
.0+6
0.00
NO
.0+8
0.00
NO
.1+2
0.00
NO.1
+40.
00
NO.1
+60.
00
NO.1
+80.
00
NO.2
NO.2+20
.00NO.2+
40.00
NO.2+60
.00NO.2+
80.00
NO.3
NO.3+20
.00NO.3+
40.00
NO.3+60
.00
NO
.0+5
.29
(BC
)
NO.2+30
.44 (E
C)
NO.2+59.21Drainage Pipe Culvert-LØ600mm
NO.1+59.27Drainage Pipe Culvert-RØ600mm
+3.39m MSL+3.35m MSL
+3.19m MSL
+3.15m MSL
+3.11m MSL
+3.07m MSL
+3.03m MSL
+2.69m MSL
+2.65m MSL+2.65m MSL
+2.65m MSL
+3.09m MSL+2.85m MSL
+2.81m MSL
+2.77m MSL
+2.73m MSL
+2.65m MSL
+2.69m MSL
+2.69m MSL
+2.73m MSL
+2.77m MSL
+2.81m MSL
+2.85m MSL
+2.89m MSL
+2.93m MSL
NO.0+40.00 to NO.1+30.19U-B300xH300
Slope=0.2% L=90.19m
NO.1+59.12 to NO.3+11.84
U-B300xH300
Slope=0.2% PL=152.72m
NO.0+99.92 to NO1+54.63
U-B300xH300
Slope=0.2% L=57.41m
NO.2+59.17 to NO.3+11.84
U-B600xH300
LEVEL L=52.67m
NO.1+54.63 to NO.2+59.17
U-B300xH400
Slope=0.2% L=104.54m
NO.0+60.75Stairs-R1
NO.0+99.93Stairs-R2
NO.1+49.27Stairs-R3
NO.1+81.07Stairs-R4
NO.2+30.59Stairs-R5
NO.2+79.78Stairs-R6
NO.1+1.20Stairs-L1
NO.2+19.64Stairs-L3
NO.2+79.78Stairs-L4
NO
.0+5
0.00
R=3
00m
R=300
m
82@1000=82000
11@1000=11000
10@1000=10000
10@1000=10000
10@1000=10000
11@1000=11000
10@1000=10000
11@1000=11000
10@1000=10000
10@1000=10000
10@1000=10000
11@1000=11000
10@1000=10000
10@1000=10000
11@1000=11000
10@1000=10000
10@1000=10000
11@1000=11000
10@1000=10000
10@1000=10000
20
4000
4000
1700
10290
10300
10300
10300
10300
10300
10300
10300
10300
10300
10300
10300
10300
10300
10300
10300
10300
10300
10300
10300
10300
10300
10300
10300
10300
1030010290
9484
20
9980
20
9980
99804@
500=2000
20
9980
20
9980
20
9980
20
9980
20
998020
9980
20
9980
20
20
9980
20
998020
9980
20
8948
1240
1700
290
1700
290
450
1700
450
1700
4898
9980
20
9980
20
209980
9980
20
2020
998020
998020
9980209980
998
4501700
4@500=2000
1700450
4@500=2000
4@500=2000
4@500=2000
800
600
30040
00
3000
40030
030
0
NO.1+44.92 to NO.1+59.12
U-B300xH300
Slope=0.2% L=14.20m
NO.1+30.19 to NO.1+44.92
U-B300xH700
Slope=0.2% L=14.73m
7980
6000
20 9980
209980
2020
4@500=2000
800
600
30040
00
3000
400
300
300
82@1000=82000
20
10290
10300
10300
10300
10300
10300
10300
10300
10300
10300
10300
10300
10300
10300
10300
10300
10300
10300
10300
2020
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
10@1000=10000
11@1000=11000
10@1000=10000
10@1000=10000
11@1000=11000
10@1000=10000
10@1000=10000
11@1000=11000
10@1000=10000
10@1000=10000
11@1000=11000
9@1000=9000
998
2901700
4188
1700
188
1700
500
290
1700
9980
209980
998020
998020
998020
4@500=2000
4@500=2000
20
20 9980
20
209980
209980
1098020
20
4@500=20008980
20
9980
20
9980
20
7377
1240 50020
11488
209980
9980
20
9980
209980
20
9980
9980
9980
9980
0 10 20 30 40 50METERS
SCALE
27m27m
14m
14m
26.11
m
APPROVEDLOCATIONREV.
DESCRIPTIONCHECKED
PRESENT APPROVED
APPROVEDDATE
OFFICE OF ENGINEERING DESIGN & ARCHITECTUREIRRIGATION SYSTEM DESIGN GROUP
APPROVED
DESIGNED
CHECKED
DRAWN
DATE
PROPOSED
APPROVED
VERIFIED
ROYAL IRRIGATION DEPARTMENT
CHIEF
DIRECTOR
D.G.
ROYAL IRRIGATION DEPARTMENT
CONSULTING FIRMS :
DATE
NO.
The Flood Prevention Project ofEast Side of the Pasak River in Ayutthaya
in the Kingdom of Thailand
HAN TRA FLOODGATE AND CANAL(CIVIL WORKS)
OVERALL LAYOUT
CTI ENGINEERING INTERNATIONAL CO., LTD.
HT-FG&BP-001
Masaki ISHII
Masaki ISHII
Akio SHICHIJUGARI
T. MISHINA
P. SIRION
S. INTARAPRACHA
L. KOWATTANA
XX
XX
XX
X
////
////
////
////
////
////
XX
XX
XX
XX
XX
XX
X
X
XX
XX
X
XX
XX
XX
XX
XX
X
XX
XX
XX
XX
XX
XX
XX
X
XX
XX
XX
XX
XX
XX
XX
X
264
2651 2
1
18
19
20
21
23
2224
29
31
NO
.2+2
0.00
NO
.2+4
0.00
NO
.2+6
0.00
NO
.2+8
0.00
NO
.3
NO
.3+2
0.00
NO
.3+4
0.00
NO
.3+6
0.00
NO
.2+3
0.44
(EC
)
+2.65m MSL
+2.65m MSL
+2.65m MSL
+2.77m MSL
+2.85m MSL+2.89m MSL
+2.93m MSL
NO.2+59.17 to NO.3+11.84U-B600xH300LEVEL L=52.67m
NO.1+54.63 to NO.2+59.17Slope=0.2% L=104.54m
Stairs-R5
NO.2+79.78
Stairs-L4
R=3
00m
82@1000=82000
11@1000=11000
10@1000=10000
10@1000=10000
20
10290
10300
10300
10300
10300
10300
10300
10300
10300
10300
948420
998020
9980
9980
4@500=2000209980
20
9980
209980
20
998020
9980
20
9980209980
1700
1700
290
4@500=2000
800
600
300
4000
3000
40030
030
0
800
600
300
4000
3000
400
300
300
82@1000=82000
2010290
10300
10300
10300
10300
10300
10300
10300
10300
10300
20
2020
20
20
20
20
20
20
2020
10@1000=10000
11@1000=11000
1881700
500
2901700
10980
204@500=2000
8980
209980
20
9980
20
7377
1240
50020
11488
209980
9980
20
9980
20 998020
0 10 20 30
METERS
SCALE
27m
27m
14m
14m
26.1
1m
APPROVEDLOCATIONREV.
DESCRIPTIONCHECKED
PRESENT APPROVED
APPROVEDDATE
OFFICE OF ENGINEERING DESIGN & ARCHITECTUREIRRIGATION SYSTEM DESIGN GROUP
APPROVED
DESIGNED
CHECKED
DRAWN
DATE
PROPOSED
APPROVED
VERIFIED
ROYAL IRRIGATION DEPARTMENT
CHIEF
DIRECTOR
D.G.
ROYAL IRRIGATION DEPARTMENT
CONSULTING FIRMS :
DATE
NO.
The Flood Prevention Project ofEast Side of the Pasak River in Ayutthaya
in the Kingdom of Thailand
HAN TRA FLOODGATE AND CANAL(CIVIL WORKS)
LAYOUT (1/3)
CTI ENGINEERING INTERNATIONAL CO., LTD.
HT-FG&BP-002
Masaki ISHII
Masaki ISHII
Akio SHICHIJUGARI
T. MISHINA
P. SIRION
S. INTARAPRACHA
L. KOWATTANA
XX
XX
XX
XX
XXXXXXXXXXX
X
XX
XX
XX
XX
XX
XX
X
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X X X X X X X X X X
XX
XX
XX
XX
00
00
Owned by landowner
63 231
229
210
261
264
265
19
20
21
NO
.1+2
0.00
NO
.1+4
0.00
NO
.1+6
0.00
NO
.1+8
0.00
NO
.2
NO
.2+2
0.00
NO
.2+4
0.00
NO
.2+6
0.00
NO
.2+8
0.00
NO
.2+3
0.44
(EC
)
+3.15m MSL
+3.11m MSL
+3.07m MSL
+2.65m MSL
+2.65m MSL
+2.65m MSL
+2.73m MSL
+2.65m MSL
+2.69m MSL
+2.69m MSL
+2.77m MSL
+2.85m MSL+2.89m MSL
NO.1+59.12 to NO.3+11.84U-B300xH300Slope=0.2% PL=152.72m
NO.0+99.92 to NO1+54.63
U-B300xH300
Slope=0.2% L=57.41m
NO.2+59.17 to NO.3+11.84U-B600xH300LEVEL L=52.67m
NO.1+54.63 to NO.2+59.17U-B300xH400Slope=0.2% L=104.54m
NO.0+99.93
NO.1+49.27
Stairs-R3
NO.1+81.07
Stairs-R4
NO.2+30.59
Stairs-R5
NO.1+1.20
Stairs-L1
NO.2+79.78
Stairs-L4
R=3
00m
82@1000=82000
11@1000=11000
10@1000=10000
10@1000=10000
10@1000=1000011@1000=11000
10@1000=1000011@1000=1100010@1000=1000010@1000=1000010@1000=10000
11@1000=11000
10@1000=10000
10@1000=10000
10300
10300
10300
10300
10300
10300
10300
10300
1030010300
103001030010300103001030010300
1030010300
10300
10300
998020
9980
9980
4@500=200020
9980
20
9980
209980
20
998020
9980
20
9980209980
20
20
9980209980
20
99802089481240
1700
1700
290
450 17004501700
4898
9980
209980
20
2000
4@500=2000
4@500=2000
NO.1+44.92 to NO.1+59.12
U-B300xH300
Slope=0.2% L=14.20m
NO.1+30.19 to NO.1+44.92
U-B300xH700
Slope=0.2% L=14.73m
79806000
20
9980
20
9980 20
20
4@500=2000
82@1000=82000
10290
10300
10300
10300
10300
10300
10300
10300
10300
1030010300
1030010300103001030010300
1030010300
10300
2020
2020 20 20 20 20 20
2020
2020
20
20
20
20
20
20
10@1000=10000
11@1000=11000
10@1000=10000
10@1000=1000011@1000=11000
10@1000=1000010@1000=1000011@1000=1100010@1000=10000
10@1000=10000
11@1000=11000
9@1000=9000
2901700
41881700
1881700
500
2901700
9980 20 99809980
20
9980
20
9980
20
4@500=2000
4@500=2000
20 20
9980
20 20
9980
209980
1098020
204@500=2000
8980
209980
20
9980
20
7377
1240
50020
11488
209980
9980
20
9980
20 9980
9980
9980
9980
14m
0 10 20 30
METERS
SCALE
APPROVEDLOCATIONREV.
DESCRIPTIONCHECKED
PRESENT APPROVED
APPROVEDDATE
OFFICE OF ENGINEERING DESIGN & ARCHITECTUREIRRIGATION SYSTEM DESIGN GROUP
APPROVED
DESIGNED
CHECKED
DRAWN
DATE
PROPOSED
APPROVED
VERIFIED
ROYAL IRRIGATION DEPARTMENT
CHIEF
DIRECTOR
D.G.
ROYAL IRRIGATION DEPARTMENT
CONSULTING FIRMS :
DATE
NO.
The Flood Prevention Project ofEast Side of the Pasak River in Ayutthaya
in the Kingdom of Thailand
HAN TRA FLOODGATE AND CANAL(CIVIL WORKS)
LAYOUT (2/3)
CTI ENGINEERING INTERNATIONAL CO., LTD.
HT-FG&BP-003
Masaki ISHII
Masaki ISHII
Akio SHICHIJUGARI
T. MISHINA
P. SIRION
S. INTARAPRACHA
L. KOWATTANA
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
XX
X
0
0
00
0
0
00
Owned by landowner
66
6564
63 231
5758 59
60 61 62228
229
210
NO.0
(BP)
NO.0
+20.
00
NO
.0+4
0.00 N
O.0
+60.
00 NO
.0+8
0.00
NO
.1+2
0.00
NO
.1+4
0.00
NO
.1+6
0.00
NO.0
+5.2
9 (B
C)
+3.15m MSL
+2.85m MSL
+2.73m MSL
+2.65m MSL
+2.69m MSLNO.0+40.00 to NO.1+30.19
U-B300xH300
Slope=0.2% L=90.19m
NO.0+99.92 to NO1+54.63
U-B300xH300
Slope=0.2% L=57.41m
NO.0+99.93
Stairs-R2
NO.1+49.27
Stairs-R3
NO.1+1.20
Stairs-L1
NO.0
+50.
00
R=30
0m
10@1000=1000011@1000=1100010@1000=1000010@1000=1000010@1000=10000
11@1000=11000
10@1000=10000
10@1000=10000
11@1000=11000
10@1000=10000
10@1000=10000
11@1000=11000
10@1000=10000
10@1000=10000
4000
4000
1700
10300103001030010300
1030010300
10300
10300
10300
10300
10300
10300
10290
2089481240
4501700
4898
9980
209980
2020
9980
9980
2020
20998020
9980
209980
20
9980
998
450
1700
4@500=2000 1700450
4@500=2000
NO.1+44.92 to NO.1+59.12
U-B300xH300
Slope=0.2% L=14.20m
NO.1+30.19 to NO.1+44.92
U-B300xH700
Slope=0.2% L=14.73m
79806000
20
9980
20
9980 20
20
4@500=2000
10300103001030010300
1030010300
20
20
20
20
20
2020
2020
20 20 20
10@1000=1000010@1000=1000011@1000=1100010@1000=10000
10@1000=10000
11@1000=11000
9@1000=9000
998
2901700
41881700
9980 20 99809980
20
9980
20
9980
20
4@500=2000
4@500=2000
20 20
9980
9980
9980
0 10 20SCALE
0 10 20 30
METERS
SCALE
APPROVEDLOCATIONREV.
DESCRIPTIONCHECKED
PRESENT APPROVED
APPROVEDDATE
OFFICE OF ENGINEERING DESIGN & ARCHITECTUREIRRIGATION SYSTEM DESIGN GROUP
APPROVED
DESIGNED
CHECKED
DRAWN
DATE
PROPOSED
APPROVED
VERIFIED
ROYAL IRRIGATION DEPARTMENT
CHIEF
DIRECTOR
D.G.
ROYAL IRRIGATION DEPARTMENT
CONSULTING FIRMS :
DATE
NO.
The Flood Prevention Project ofEast Side of the Pasak River in Ayutthaya
in the Kingdom of Thailand
HAN TRA FLOODGATE AND CANAL(CIVIL WORKS)
LAYOUT (3/3)
CTI ENGINEERING INTERNATIONAL CO., LTD.
HT-FG&BP-004
Masaki ISHII
Masaki ISHII
Akio SHICHIJUGARI
T. MISHINA
P. SIRION
S. INTARAPRACHA
L. KOWATTANA
