appendix e irrigation planning · 2 rehabilitation for arzni branch canal 3 rehabilitation for...
TRANSCRIPT
APP E-1
APPENDIX E
Irrigation Planning
APP E-1
Appendix E-1: Drawing of Irrigation Plan
(1) Drawing list of related facilities for Yeghvard reservoir
DWG No. Title of Drawings
01 General Plan of the Project 02 Main Canal, Rehabilitation Plan of the Arzni-Shamiram Irrigation Canal
04 Feeder Canal System 1, Layout of the Water Distribution System
05 Feeder Canal System 1, Longitudinal Profile of a Water Transmitting Pipeline of the Feeder Canal 1 and the Outlet 1 (1/2)
06 Feeder Canal System 1, Longitudinal Profile of a Water Transmitting Pipeline of the Feeder Canal 1 and the Outlet 1 (2/2)
07 Feeder Canal System 1, General Layout of Inlet Works 08 Feeder Canal System 1, Water Regulation Works 09 Feeder Canal System 1, Structural Drawing of the Water Regulation Works 10 Feeder Canal System 1, Water Diversion Works 11 Feeder Canal System 1, Structural Drawing of the Water Diversion Works 12 Feeder Canal System 1, Diversion Works for Arzni-Shamiram Branch Canal 13 Feeder Canal System 1, Structural Drawing of the Diversion Works for the Arzni-Shamiram Branch Canal14 Feeder Canal System 1, Bottom Inlet- and Outlet- Works under the Dike No.2 15 Feeder Canal System 1, Structural Drawing of the Bottom Inlet- and Outlet- Works 16 Feeder Canal System 1, Structural Drawing of the Outlet 1 17 Feeder Canal System 2, General Layout of the Canal 18 Feeder Canal System 2, Structural Drawing of Water Regulation Works 19 Feeder Canal System 2, Structural Drawing of Diversion Works 20 Feeder Canal System 2, Structural Drawing of Chute with an Energy Dissipater 21 Feeder Canal System 2, Structural Drawing of the Baffled Chute 22 Outlet System, Layout of the No.1 Dike Water Distribution System of the Outlet 2 and Outlet 3 23 Outlet System, Longitudinal Profile of Water Transmitting Pipeline for Outlet 2 and Outlet 3 24 Outlet System, Structural Drawing of the Bottom Outlet Works for Outlet 2 and Outlet 3 (1/2) 25 Outlet System, Structural Drawing of the Bottom Outlet Works for Outlet 2 and Outlet 3 (2/2) 26 Outlet 2 & 3, Diversion Works for Outlet 2 for Ashtarak WUA 27 Outlet 2, Standard Drawing of the Outlet 2 for Ashtarak WUA 28 Outlet 3, Layout of the Outlet Facilities 29 Outlet 3, Fixed Cone Valve with an Energy Dissipation Chamber 30 Outlet 3, Longitudinal Profile of the Waterway from Outlet 3 31 Outlet 3, Structural Drawing of a Baffled Chute 32 Outlet 3, Structural Drawing of a Road Crossing Culvert
(2) Drawing list of rehabilitation plan of facilities for irrigation fields 1 General Plan 2 Rehabilitation for Arzni Branch canal 3 Rehabilitation for Tkahan canal 4 Rehabilitation for Shakhi-Aru canal 5 Rehabilitation for Upper Aknalich canal 6 Upgrade for Lower Hrazdan canal 7 Standard drawing of the diversion works 8 Standard drawing of the aqueduct bridge, the water measure facility and the outlet of pipe 9 Water transmitting pipeline for Upper and Inner Aknalich canal system
APP E-2
200
210
220
230
240
280
270
BP(No.0)
No.
A-0
No.A
-2
No.
A-4
No.A
-5
No.
A-9
(N
o.B
-13)
No.
A-1
0 (
No.
B-1
2)
No.
A-1
1 (
No.
B-1
1)
No.A
-14
(No.
B-8
)
No.
A-1
5 (N
o.B
-7)
No.
A-1
6 (N
o.B
-6)
No.
A-1
7 (N
o.B
-5)
No.
B-1
6
No.
B-1
9+6
0.813
No.A
-6+
63.
866
PK130+2.40
Arzni-Shamiram Canal
(No.B
-15+
136.1
34)
No.
B-1
7
No.
B-1
8
No.
B-1
9
Dra
win
g T
itle:
Sca
le:
Dra
win
g N
o:
All
dim
ensi
on in
:
Che
cked
by:
App
rove
d by
:
Pro
ject
:D
raw
n b
y:
San
yu C
onsu
ltant
s In
c.
Met
er
Gen
eral
Pla
n of
the
Proj
ect
Re
visi
on I
niti
als
S =
1 / 3
0,00
0
Prep
arat
ory
Surv
ey fo
r Yeg
hvar
d Irr
igat
ion
Syst
em Im
prov
emen
t Pro
ject
Botto
m O
utle
t
Out
let 3
(a) O
pera
tion
Perio
d: A
pr. 2
nd ~
Oct
. 3rd
(b) D
isch
arge
: 0.1
6 ~
8.89
m3/
sec
(c) C
ompo
nent
s
- F
ixed
Con
e Va
lve
Dia
. 1,2
00m
m x
1
- F
ixed
Con
e Va
lve
Dia
. 350
mm
x 1
-
Ero
sion
Pro
tect
ion
Wor
ks
- B
affle
d C
hute
Wor
ks
Feed
er C
anal
2 (P
K262
+53.
747)
(a) O
pera
tion
Perio
d: M
ar. 2
nd ~
May
2nd
(b) D
isch
arge
: 2.2
0 ~
13.0
0m3/
sec
(c) C
ompo
nent
s
- W
ater
Reg
ulat
ion
Wor
ks
- D
iver
sion
Wor
ks
- C
hute
with
Stil
ling
Basi
n
- B
affle
d C
hute
Wor
ks
Out
let 2
(No.
49+4
9.22
7)(a
) Ope
ratio
n Pe
riod:
Apr
. 2nd
~ O
ct. 3
rd(b
) Dis
char
ge: 0
.05
~ 0.
56m
3/se
c(c
) Com
pone
nts
-
Con
trol V
alve
Dia
. 1,7
20m
m
- C
ontro
l Val
ve D
ia. 8
00m
m
Arzn
i-Sha
mira
m C
anal
Sect
ion
to b
e re
habi
litat
ed;
(1) P
K14+
37 to
PK1
7+00
, L =
263
.0m
;(2
) PK2
8+52
to P
K32+
30, L
= 3
78.0
m;
(3) P
K64+
32 to
PK6
9+00
, L =
468
.0m
(4) P
K85+
65 to
OK9
3+40
, L =
775
.0m
;(5
) PK9
4+26
to P
K96+
00, L
= 1
74.0
m;
(6) P
K96+
00 to
PK9
7+65
, L =
165
.0m
(7) P
K101
+55
to P
K105
+35,
L =
380
m.
Feed
er C
anal
1(a
) Ope
ratio
n Pe
riod:
Mar
. 1st
~ M
ay 3
rd(b
) Dis
char
ge: 1
.50
~ 9.
00m
3/se
c(c
) Com
pone
nts
-
Wat
er R
egul
atio
n W
orks
-
Div
ersi
on W
orks
for F
eede
r Can
al 1
-
Div
ersi
on W
orks
for A
rzni
-Bra
nch
Can
al
- W
ater
Tra
nsm
ittin
g Pi
pelin
e
*
Dia
.1,7
20m
m, L
= 1
,939
.0m
* D
ia.1
,600
mm
, L =
1,6
00m
Out
let 1
(a) O
pera
tion
Perio
d: A
pr. 2
nd ~
Oct
. 3rd
(b) D
isch
arge
: 0.2
2 ~
2.33
m3/
sec
(c) C
ompo
nent
s
- W
ater
Tra
nsm
ittin
g Pi
pelin
e
*
Dia
.1,6
00m
m, L
= 1
,600
.0m
(Fee
der C
anal
1)
* D
ia.1
,720
mm
, L =
753
.0m
(Fee
der C
anal
1)
* D
ia.1
,200
mm
, L =
724
.0m
-
Con
trol V
alve
Dia
.1,2
00m
m
Botto
m In
let-
& O
utle
t- W
orks
of F
eede
r Can
al 1
and
Out
let 1
(a) O
pera
tion
Perio
d:
* In
flow
Con
ditio
n: M
ar. 1
st ~
May
3rd
(Q =
1.5
0 ~
9.00
m3/
sec)
*
Dis
char
ge C
ondi
tion:
Apr
. 2nd
~ O
ct. 3
rd(b
) Com
pone
nts
-
Inle
t & O
utle
t Box
-
Con
duit
Barre
l
- O
pera
tion
Hou
se
- H
ead
race
can
al in
Res
ervo
ir
Botto
m O
utle
t Wor
ks o
f Out
let 2
& 3
(a) O
pera
tion
Perio
d: A
pr. 2
nd ~
Oct
. 3rd
(b) D
isch
arge
: 0.2
3 ~
9.50
m3/
sec
for O
utle
t 2/3
(c) C
ompo
nent
s
- W
ater
Inta
ke T
ower
-
Con
duit
Barre
l
- O
pera
tion
Hou
se
APP E-3
MR
GA
SH
EN
NO
R A
RT
AM
ET
PK
10
PK
20
PK
40
PK
50
PK
60
PK
70
PK
90
PK
100
PK
110
PK
120
PK
140
PK
13
0
PK
150
PK
30
PK
80
PK
0A
rzni
-Sha
mira
m B
ranc
h C
ana
l
PK
0
PK28+52
PK32+30
PK14+37
PK17+00
L = 263.0m
L = 37
8.0m
PK69+0
0
PK64+32
L =
468.
0m
PK93+40
PK85+65
L =
468.
0m
PK94+26
PK97+65
L =
174.
0m
PK96+00
L =
165.
0m
PK10
5+35
PK101+55
L =
380.
0m
0.3
0
0.30 H
1 : m
De
sig
n W
ate
r L
eve
l (O
rigin
al)
h
Back
fille
d u
sing b
y S
and
bag
s
1 : 0.5
bH
m(H
+ 0
.30)
m
b +
2 (
H +
0.3
0)
m (
Wid
th a
fter
Rea
hbili
atio
n)0
.30
Orig
ina
l Co
nditi
ons
Con
ditio
ns
to b
e R
eha
bilit
ated
0.32
h' = (0.52+H)/3h'h'
0.12
Dra
win
g T
itle:
Sca
le:
Dra
win
g N
o:
All
dim
ensi
on in
:
Che
cked
by:
App
rove
d by
:
Pro
ject
:D
raw
n b
y:
San
yu C
onsu
ltant
s In
c.
Met
er
Mai
n C
anal
, Reh
abilit
atio
n Pl
an o
f the
Arz
ni-S
ham
iram
Irrig
atio
n C
anal
Re
visi
on I
niti
als
S =
1 : 2
5,00
0
Prep
arat
ory
Surv
ey fo
r Yeg
hvar
d Irr
igat
ion
Syst
em Im
prov
emen
t Pro
ject
APP E-4
No.
A-0
No.
A-2
No.
A-4
No.
A-5
No
.A-9
(N
o.B
-13)
No.
A-1
0 (
No
.B-1
2)
No.
A-1
1 (
No
.B-1
1)N
o.A
-14
(N
o.B
-8)
No
.A-1
5 (
No.
B-7
)
No
.A-1
6 (
No.
B-6
)
No
.A-1
7 (
No.
B-5
)
No.
B-1
6
No.
B-1
9+
60.
813
No.
A-6
+63
.866
(No
.B-1
5+13
6.13
4)
No.
B-1
7
No.
B-1
8
No.
B-1
9
PK
129
+3
7.68
8P
K1
29+
61.
303
Dra
win
g T
itle:
Sca
le:
Dra
win
g N
o:
All
dim
ensi
on in
:
Che
cked
by:
App
rove
d by
:
Pro
ject
:D
raw
n b
y:
San
yu C
onsu
ltant
s In
c.
Met
er
Feed
er C
anal
Sys
tem
1, L
ayou
t of t
he W
ater
Dis
tribu
tion
Syst
em
Re
visi
on I
niti
als
S =
1 / 1
2,50
0
Prep
arat
ory
Surv
ey fo
r Yeg
hvar
d Irr
igat
ion
Syst
em Im
prov
emen
t Pro
ject
APP E-5
DL=
12
00.0
0
122
0.00
124
0.00
126
0.00
128
0.00
130
0.00
132
0.00
134
0.00
136
0.00
138
0.00
140
0.00
1 :
1500
0
1 : 2000
Sta
tion
Dis
tan
ce (
m)
Acc
umul
ate
Dis
tanc
e (m
)
Gro
un
d E
leva
tion
Ele
vatio
n o
f Pip
e C
ente
r
Ear
th C
over
ing
A-0
A-1
A-2
A-3
A-4
A-5
A-6
A-7
A-8
A-9
A-10
A-11
A-12
A-13
A-14
A-15
A-16
A-17
A-18
0.00
79.93 20.07
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
63.8736.13
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
84.2715.73
100.00
100.00
100.00
0.00
79.93100.00
200.00
300.00
400.00
500.00
600.00
700.00
800.00
900.00
1000.00
1100.00
1200.00
1263.871300.00
1400.00
1500.00
1600.00
1700.00
1800.00
1900.00
2000.00
2100.00
2200.00
2300.00
2400.00
2500.00
2600.00
2700.00
2800.00
2900.00
3000.00
3100.00
3200.00
3300.00
3400.00
3500.00
3584.273600.00
3700.00
3800.00
3900.00
1343.50
1340.001338.50
1332.50
1328.35
1325.71
1319.50
1322.00
1314.50
1310.50
1303.90
1304.00
1302.00
1302.98
1304.731304.84
1305.59
1306.77
1306.15
1305.75
1303.78
1301.50
1298.78
1296.29
1294.83
1295.09
1294.46
1294.29
1294.42
1294.31
1294.29
1294.95
1296.00
1298.00
1297.00
1297.50
1295.50
1298.31
1294.121291.81
1301.72
1294.50
1296.00
1338.481337.17
1330.64
1326.49
1323.85
1317.50
1318.50
1313.57
1308.64
1302.04
1301.09
1300.14
1301.12
1289.091289.05
1288.95
1288.85
1288.75
1288.65
1288.55
1288.45
1288.35
1288.25
1288.15
1288.05
1287.95
1287.85
1287.75
1287.65
1287.55
1287.45
1287.35
1287.25
1287.15
1287.05
1286.95
1286.85
1286.771284.80
i = 6
.53%
i = 4
.93
i = 0
.95
i = 0
.10%
i = 1
2.5
2%
1338.48
1330.64
1326.49
1323.85
1317.50
1318.50
1308.64
1302.04
1300.14
1301.12
1289.09
1286.771284.80
0.660.47
1.00
1.00
1.14
2.64
0.07
1.00
1.00
2.05
1.00
1.00
14.7814.93
15.78
17.06
16.54
16.24
14.36
12.19
9.57
7.17
5.82
6.24
5.71
5.63
5.87
5.85
5.94
6.70
7.85
9.95
9.05
9.65
7.75
10.65
6.556.21
1.00
Diversion W
orks of F
eeder Canal 1
Air Valve
A-6 + 63.866
Air Valve
Air Valve
Air Valve
Air Valve Botto
m Inlet & Outlet W
orks
Slo
pe (
%)
Wat
er
Tra
nsm
ittin
g P
ipel
ine
L-=
3,52
3.0m
Ste
el P
ipe
Dia
.1,7
20m
m, L
=1,
186.
0mS
tee
l Pip
e D
ia.
1,60
0m
m
L=1,
583
.8m
A-18 (B-4)
A-0 + 79.933
Outlet 1
L =
15
.9m
L =
2,32
0.4m
(B-12)
L =
120
.3m i =
4.1
5%
L =
100
.1m
i = 2
.64%
L =
10
0.0
mi =
6.3
5%L
= 1
00.
2mi =
1.0
%L
= 1
00
.0m
L=20
0.2
i = 6
.6%
L =
100
.2m
L=20
0.0
i = 0
.98
%L
= 1
00.
0m
i = 1
8.8
5%
L =
65.
0m
Ste
el P
ipe
Dia
.1,7
20m
m, L
=75
3.2m
0.50
D0.
50
B
Varia
ble
0.90 (min.) 0.30D
Safety Slope
0.30 + 0.5D
D
Bac
kfill
Ma
teria
l San
d B
ed
Dra
win
g T
itle:
Sca
le:
Dra
win
g N
o:
All
dim
ensi
on in
:
Che
cked
by:
App
rove
d by
:
Pro
ject
:D
raw
n b
y:
San
yu C
onsu
ltant
s In
c.
Met
erR
evi
sion
In
itia
ls
Indi
cate
d
Prep
arat
ory
Surv
ey fo
r Yeg
hvar
d Irr
igat
ion
Syst
em Im
prov
emen
t Pro
ject
Long
itudi
nal P
rofil
e of
a W
ater
Tra
nsm
ittin
g Pi
pelin
e of
the
Feed
er C
anal
1 a
nd th
eO
utle
t 1 (1
/ 2)
APP E-6
DL
= 1
200.
00
122
0.00
124
0.00
126
0.00
128
0.00
130
0.00
132
0.00
134
0.00
136
0.00
138
0.00
140
0.00
1 :
1500
0
1 : 2000
Sta
tion
Dis
tanc
e (m
)
Acc
umul
ate
Dis
tanc
e (m
)
Gro
und
Ele
vatio
n
Ele
vatio
n of
Pip
e C
ente
r
Ea
rth
Cov
erin
g
B-3
B-4
B-5
B-6
B-7
B-8
B-9
B-10
B-11
B-12
B-13
B-14
B-15
B-16
B-17
B-18
B-19
100.00
100.00
100.0015.73
84.27
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.0036.13
63.87
100.00
100.00
100.00
100.00
100.00
100.00
60.00
0.00
100.00
200.00
300.00315.73
400.00
500.00
600.00
700.00
800.00
900.00
1000.00
1100.00
1200.00
1300.00
1400.00
1500.00
1600.00
1700.00
1800.00
1900.00
2000.00
2100.00
2200.00
2300.00
2400.00
2500.00
2600.002636.13
2700.00
2800.00
2900.00
3000.00
3100.00
3200.00
3300.00
3360.00
1296.00
1294.50
1301.72
1291.811294.12
1298.31
1295.50
1297.50
1297.00
1298.00
1296.00
1294.95
1294.29
1294.31
1294.42
1294.29
1294.46
1295.09
1294.83
1296.29
1298.78
1301.50
1303.78
1305.75
1306.15
1306.77
1305.59
1304.841304.56
1304.15
1302.46
1300.72
1298.65
1297.52
1293.00
1290.01
1289.61
1284.801286.77
1286.85
1286.95
1287.05
1287.15
1287.25
1287.35
1287.45
1287.55
1287.65
1287.75
1287.85
1287.95
1288.05
1288.15
1288.25
1288.35
1288.45
1288.55
1288.65
1288.75
1288.85
1288.95
1289.051289.09
1289.02
1288.92
1288.82
1288.72
1288.62
1288.52
1288.42
1288.36
6.216.55
10.65
7.75
9.65
9.05
9.95
7.85
6.70
5.94
5.85
5.87
5.63
5.71
6.24
5.88
7.23
9.63
12.25
14.42
16.30
16.60
17.12
15.84
14.9914.67
14.53
12.94
11.30
9.33
8.30
3.88
0.99
0.65
Slo
pe (
%)
i = -
12.5
2%
i = 0
.10%
i = -
0.1
0%
1284.801286.77
1289.09
1288.36
Bottom Inlet &
Outlet - Works
Air Valve
Feeder Canal 1
Outlet 1 B-19 + 60.00
Wat
er
Tra
nsm
ittin
g P
ipel
ine
L=
3,06
6.6m
Ste
el P
ipe
Dia
. 1,
600
mm
, L
= 1
,599
.7m
Ste
el P
ipe
Dia
.1,2
00m
mL
=71
3.7m
Air Valve
Air Valve
Air Valve
Air Valve
Air Valve
Control V
alve
L =
15
.9m
Ste
el P
ipe
Dia
. 1,
720
mm
, L
= 7
53.2
m
L =
713
.7m
L =
1,5
83
.8m
B-15+136.134 (A-6+63.866)
(A-12)
(A-13)
(A-14)
(A-15)
(A-16)
(A-17)
(A-18)
(A-19)
(A-11)
(A-10)
(A-9)
(A-8)
(A-7)
0.50
D0.
50
B
Var
iabl
e
0.90 (min.) 0.30D
Safety Slope
0.30 + 0.5D
D
Bac
kfill
Mate
rial San
d B
ed
Dra
win
g T
itle:
Sca
le:
Dra
win
g N
o:
All
dim
ensi
on in
:
Che
cked
by:
App
rove
d by
:
Pro
ject
:D
raw
n b
y:
San
yu C
onsu
ltant
s In
c.
Met
erR
evi
sion
In
itia
ls
Indi
cate
d
Prep
arat
ory
Surv
ey fo
r Yeg
hvar
d Irr
igat
ion
Syst
em Im
prov
emen
t Pro
ject
Long
itudi
nal P
rofil
e of
a W
ater
Tra
nsm
ittin
g Pi
pelin
e of
the
Feed
er C
anal
1 a
nd th
eO
utle
t 1 (2
/ 2)
APP E-7
PK130+
10 (A
xis o
f the
Exis
ting
Inta
ke W
orks
)
E.L.1,
339.
130
R = 65.50m
PK129+
96.1
91 (A
xis o
f Dive
rsio
n W
orks
), E.L
. 1,3
39.1
37
PK129+
87.2
41, E
.L. 1
,339
.141
PK129+17.668
E.L.1,339.176
PK129+10.168
E.L.1,339.180
43.3
46°
PK129+37.688E.L.1,339.166
PK129+
99.8
91, E
.L. 1
,339
.135
PK129+
92.4
91, E
.L. 1
,339
.139
PK130+
12.6
41, E
.L. 1
,339
.129
E.L.1,339.166
No.0
E.L.1,339.134
No.0+64.833
E.L.1,339.129
No.0+74.834
E.L.1,337.669
No.0+79.633
No.0+45.633
No.0+54.833
i = 1
/2,0
00
No.0+24.048
PK129+61.303, E.L. 1,339.154
E.L.1,339.137
No.0+58.734
No.0+40.383
22.6
89°
60.8
59°
E.L. 1,339.154
E.L. 1,339.146
E.L. 1,339.143
E.L. 1,339.139
1 :
10
Coo
rdin
ate
:
4
56,7
38.
633
E 4
,462
,394
.447
N
Arz
ni-
Sh
am
iram
Ca
nal
Fee
der
Cana
l 1
69
.57
12.65
12.75
7.5
0
7.958
°
PK129+78.143, E.L. 1
,339.1
46
12.6
08.0
0
1.80
4.00
19.0
0
Arz
ni-S
ham
i ram
Bra
nch
Can
a l
9.2
05.
2516.3
4
10.0
015
.10
Dra
win
g T
itle:
Sca
le:
Dra
win
g N
o:
All
dim
ensi
on in
:
Che
cked
by:
App
rove
d by
:
Pro
ject
:D
raw
n b
y:
San
yu C
onsu
ltant
s In
c.
Met
er
Feed
er C
anal
Sys
tem
1, G
ener
al L
ayou
t of I
nlet
Wor
ks
Re
visi
on I
niti
als
Indi
cate
d
GEN
ERAL
LAY
OU
T O
F IN
LET
WO
RKS
OF
FEED
ER C
ANAL
1 S
YSTE
MSc
ale
1 : 5
00
Wat
er D
istri
butio
n Pl
an fo
r Fee
der C
anal
1 S
yste
m
Prep
arat
ory
Surv
ey fo
r Yeg
hvar
d Irr
igat
ion
Syst
em Im
prov
emen
t Pro
ject
APP E-8
i = 1
/2,0
00A
rzn
i-S
ha
mira
m C
anal
Arz
ni-
Sh
amira
m C
anal
Feed
er C
anal
1
1,3
39.1
80
PK129+10.168
1,3
39.1
76
PK129+17.668
1,3
39.1
661
,339
.166
PK129+37.688No.0 (Feeder Canal 1)
1,3
39.1
29
PK130+12.641
PK129+99.891 1,3
39.1
35
PK129+92.491
1,3
39.1
39
PK129+87.241
1,3
39.1
41
PK129+82.241 1,3
39.1
44
PK129+61.303
1,3
39.1
54
1,3
42.6
30
Ga
te:
1.6
0 x
3.05
PK130+10.000Existing InletWorks
1,3
39.1
30
7.5
06
9.57
5.2
57
.40
12.
75
25.
407
7.07
PK
130
+1
2.64
1E
.L.
1,3
39.1
29
PK
130
+1
0.00
0E
.L.
1,3
39.1
30
PK
129
+9
9.89
1E
.L.
1,3
39.1
35P
K1
29+
92.
491
E.L
. 1
,339
.139
PK
129
+8
7.24
1E
.L.
1,3
39.1
41P
K1
29+
82.
241
E.L
. 1
,339
.144
PK
129
+6
1.30
3E
.L.
1,3
39.1
54P
K1
29
+3
7.6
68 (
No.
0)E
.L.
1,3
39.1
66P
K1
29+
17.
668
E.L
. 1
,339
.176
PK
129
+1
0.16
8E
.L.
1,3
39.1
80
PK
129
+9
6.19
1E
.L.
1,3
39.1
37
i = 1
/2,0
00
7.50
5.2
5
7.4
0
12.
7525.
40
69.
57
77.
07
i = 1
/2,0
00
1.80
3.50
3.5
0
8.8
00.
300.
30
3.50
H =
2.8
5m(Q
od
= 2
4.0
m3/
s)
2.850.65
5.4
0
4.80
0.30
0.3
0
3.50 0.65
4.15
6.1
00
.10
0.10
0.12
1 : 1 .0
Dra
win
g T
itle:
Sca
le:
Dra
win
g N
o:
All
dim
ensi
on in
:
Che
cked
by:
App
rove
d by
:
Pro
ject
:D
raw
n b
y:
San
yu C
onsu
ltant
s In
c.
Met
er
Feed
er C
anal
Sys
tem
1, W
ater
Reg
ulat
ion
Wor
ks
Re
visi
on I
niti
als
Indi
cate
d
Scal
e 1
: 300
PLAN
VIE
W
LON
GIT
UD
INAL
SEC
TIO
NSc
ale
1 : 3
00
STAN
DAR
D C
RO
SS S
ECTI
ON
OF
OR
IGIN
AL D
ESIG
NSc
ale
1 : 2
00D
ESIG
N S
TAN
DAR
D C
RO
SS S
ECTI
ON
OF
ARZN
I-SH
AMIR
AM C
ANAL
Scal
e 1
: 200
Prep
arat
ory
Surv
ey fo
r Yeg
hvar
d Irr
igat
ion
Syst
em Im
prov
emen
t Pro
ject
APP E-9
1,3
39
.129
1,3
39
.135
1,3
39
.139
1,3
39.
141
1,34
2.63
0
Ga
te:
1.6
0 x
3.05
5.2
57
.40
12
.75
5.2
57
.40
12
.75
8.30
[email protected] + [email protected] = 6.900.70 0.70
2.63
2.5
02
.27
6.4
00.
500
.50
3.30
1.1
52
.95
2.5
02
.27
2.63
4.70 3.50 1.05
0.65 4.05
6.45
0.45
0.5
0
8.3
0
4.70
0.65 4.05
4.55
3.50 1.05
0.10
9.25
0.7
00
.70
3@
1.6
0 +
2@
1.0
5 =
6.9
0
1.0
56
.90
1.05
9.0
0
7.50
4.800.31 0.31
5.42
3.50 1.80 3.50
8.800.60 0.60
1 :
5
1 : 1 .0
10.0
0
0.60
0.60
8.80
4.15
0.60 2.90 0.65
4.20
0.10
0.10
5.40
0.30
4.8
00.
30
4.15
3.50 0.65
6.10
0.65
0.65
4.8
0
A A
B B
6.900.31 0.31
7.51
5.25
4.800.31 0.31
5.41
5.4
0
0.30
4.80
0.30
4.15
3.50 0.65
6.1
0
0.65
0.65
4.80
6.90
0.30
0.3
0
7.50
3.50 0.65
4.15
6.90
0.65
0.65
8.20
1 :
5
CD D
C
3.50 1.80 3.50
8.800.60 0.60
12.7
5
12.4
50.
30
6.900.30 0.30
7.506.
900.3
00.
30
7.50
3.50 0.65
4.15
6.90
0.65
0.65
8.20
1 : 1 .0
10.0
0
0.60
0.60
8.80
4.15
0.60 2.90 0.65
4.20
0.10
0.10
1 :
5
E E
F F
Dra
win
g T
itle:
Sca
le:
Dra
win
g N
o:
All
dim
ensi
on in
:
Che
cked
by:
App
rove
d by
:
Pro
ject
:D
raw
n b
y:
San
yu C
onsu
ltant
s In
c.
Met
er
Feed
er C
anal
Sys
tem
1, S
truct
ural
Dra
win
g of
the
Wat
er R
egul
atio
n W
orks
Re
visi
on I
niti
als
Indi
cate
d
Scal
e 1
: 250
DIV
ERSI
ON
WO
RKS
: FR
ON
T VI
EWScal
e 1
: 250
DIV
ERSI
ON
WO
RKS
: LO
NG
ITU
DIN
AL S
ECTI
ON
Scal
e 1
: 250
DIV
ERSI
ON
WO
RKS
: PLA
N V
IEW
Scal
e 1
: 250
TRAN
SITI
ON
: PK1
29+1
0.16
8 ~
PK12
9+17
.668
SEC
TIO
N B
- B
SEC
TIO
N A
- A
PLAN
VIE
W
Scal
e 1
: 250
TRAN
SITI
ON
: PK1
29+8
7.24
1 ~
PK12
9+92
.491
SEC
TIO
N D
- D
SEC
TIO
N C
- C
PLAN
VIE
W
Scal
e 1
: 250
TRAN
SITI
ON
: PK1
29+9
9.89
1 ~
PK13
9+12
.641
SEC
TIO
N F
- F
SEC
TIO
N E
- E
PLAN
VIE
W
Prep
arat
ory
Surv
ey fo
r Yeg
hvar
d Irr
igat
ion
Syst
em Im
prov
emen
t Pro
ject
APP E-10
9.20
6.0
09.
505.6
0
3.40
Gate
: 1.4
0 x
3.05
1,33
9.12
91,3
39.1
36
1,33
9.13
7
1,33
9.13
91,
339.
154
1,33
9.1
66
1,34
2.64
31,
343.0
43
1 : 1
0
4.00
19.2
0
6.0
0
19.2
0
4.00
9.50
9.20
1,33
9.14
31,
339.
134
5.6
0
1,33
8.62
9
1,34
1.9
92(2
4.5
m3
/s)
45.6
3
No.0
No.0+24.048
24.0
516.
34
No.0+40.383
5.25
No.0+45.633
1,33
9.14
6
15.1
0
1,34
7.34
3
No.0+54.833
No.0+60.833
No.0+64.833
No.0+74.333
No.0+79.933
4.70 3.50
i = 1
/ 2,
000
1,33
7.66
9
5.25
16.
3424
.05
1,336
.500
1,33
8.54
6
1.72
1,34
1.8
291,
342.4
291,3
42.4
34
1.72
Arz
ni-S
ham
iram
Can
al
Fe
ed
er C
anal
1
45.6
315
.10
4.80
0.30
0.33
0.304.800.30
1,33
9.1
66
No.
0 (
PK
12
9+37
.668
)E
.L. 1
,33
9.1
66
PK
12
9+6
1.3
03E
.L.
1,3
39
.154
No
.0+
24
.048
E.L
. 1
,33
9.1
54N
o.0+
40.3
83E
.L.
1,3
39
.146
No
.0+
45.
633
E.L
. 1,3
39
.143
No.
0+
54.8
33E
.L. 1
,33
9.1
39
No
.0+
60
.833
E.L
. 1
,339
.136
No.
0+
64.
833
E.L
. 1,3
39
.134
No
.0+
74
.333
E.L
. 1,
339
.129
No
.0+
74
.333
E.L
. 1
,33
9.1
29
i = 1
/2,0
00i =
1/2
,000
i = 1
/2,0
00
12.0
02.
002.
33
1 :
5
1 :
5
1,34
0.58
8(M
ay 3
rd: 1
.1m
3/s)
1,34
1.88
2(A
pr 1
st:
9.0m
3/s)
3.40
2.80
0.30
0.30
3.50 0.65
4.15
4.10
0.10
0.10
0.1
0
2.8
0
3.4
0
0.3
00.
30
3.50 0.65
4.45
4.1
00
.10
0.30
Dra
win
g T
itle:
Sca
le:
Dra
win
g N
o:
All
dim
ensi
on in
:
Che
cked
by:
App
rove
d by
:
Pro
ject
:D
raw
n b
y:
San
yu C
onsu
ltant
s In
c.
Met
er
Feed
er C
anal
Sys
tem
1, W
ater
Div
ersi
on W
orks
Re
visi
on I
niti
als
Indi
cate
d
Scal
e 1
: 250
PLAN
VIE
W
LON
GIT
UD
INAL
SEC
TIO
NSc
ale
1 : 2
50
DES
IGN
STA
ND
ARD
CR
OSS
SEC
TIO
N O
F FE
EDER
CAN
AL 1
WIT
HO
UT
GAT
E O
PER
ATIO
N O
F D
IVER
SIO
N W
OR
KS
Scal
e 1
: 200
Prep
arat
ory
Surv
ey fo
r Yeg
havr
d Irr
igat
ion
Syst
em Im
prov
emen
t Pro
ject
APP E-11
5.2
5
4.70 4.55
3.50 1.054.050.65
8.70 0.10
1,3
43.0
43
1,3
42.6
43
5.9
56.
15
0.1
00.
10
1,3
47.3
43
1,3
39.1
43
1.4
01.
05
1.4
01
.05
1.0
5
Gat
e:
1.4
0 x
3.05
1,3
39.1
361
,339
.137
1,3
39.1
39
1,3
42.6
43
1,3
43.0
43
6.0
0
19.2
0
4.0
09
.20
1,3
39.1
431
,339
.134
1,3
41.9
93(Q
od
= 2
4.0
m3/
s)
1,3
47.3
43
3.50 1.55
5.0
51
.15
3.0
0
2.5
0
0.65 3.65 0.40 3.50 1.05
1.40 0.70
9.2
06
.00
5.25
0.70 1.05
3.0
0
1.40
2.5
04.
38
2.3
2
3.9
01
.35
4.7
51
.15
5.0
5
1 : 10
4.0
0
19.2
0
3.07
2.80
3.85
0.40 0.40
60.029°
4.6
5
4.66
0.40 3.51 0.75
5.3
50.
10
5.5
50.
10
3.8
50.
40
0.4
0
1.4
01.
05
0.7
51.
40
0.7
50
.75
3.6
0
4.3
0
4.5
0
0.1
00.
10
0.70 3.51 0.75
4.96 0.10
2.8
00.
40
0.4
0
2.8
00
.75
3.51
3.30
5.6
09.
50
0.65
0.753.
90
2.1
0
1,33
9.1
29
1 :
5
1,3
38.6
29
1,3
37.6
69
9.5
05.
60
G G
H H
I I
K K
J J
L
8.7
20
.48
Saf
ety
Rac
k1
,340
.588
(Ma
y 3r
d:
1.1m
3/s)
1,3
41.8
83(A
pr
1st:
9.
0m3/
s)
3.6
0
0.4
02.
80
0.4
0
4.26
3.51 0.75
0.10
4.3
00.
10
0.1
0
2.8
00.
40
0.4
0
3.6
0
3.30 0.75
4.05
4.2
60.
10
2.8
0
3.4
0
0.3
00
.30
3.30 0.65
3.95
4.0
60
.10
0.1
00.
10
3.4
0
2.8
00
.30
0.3
0
4.153.50 0.65
4.1
00.
10
0.1
0
4.4
5
3.8
50.
30
0.3
0
3.50
4.15
0.65
0.10
0.10
5.1
50.
10
0.1
0
5.2
5
4.45
3.850.30 0.30
3.40
2.800.30 0.30
P P
Q Q
1,3
39.1
29
3.4
0
2.8
00.
30
0.3
0
3.4
0
2.8
00
.30
0.3
0
4.1
60.
10
0.1
0
3.80 0.85
4.65
3.30 1.35
4.3
50.
10
0.1
0
4.76 0.82
5.58
5.6
0
2.32
3.40
2.800.30 0.30
0.5
04.
80
0.3
0
1 :
5
5.6
0
5.3
00.
30
3.30 1.35
4.65
4.76 0.82
1,3
38.6
29
1.720.30
0.80
1,3
37.6
69
MM
N N
O O
Dra
win
g T
itle:
Sca
le:
Dra
win
g N
o:
All
dim
ensi
on in
:
Che
cked
by:
App
rove
d by
:
Pro
ject
:D
raw
n b
y:
San
yu C
onsu
ltant
s In
c.
Met
erR
evi
sion
In
itia
ls
1 : 2
00IN
LET
WO
RKS
: FR
ON
T VI
EW
INLE
T W
OR
KS: L
ON
GIT
UD
INAL
SEC
TIO
N
INLE
T W
OR
KS: P
LAN
VIE
W
SEC
TIO
N H
- H
SEC
TIO
N G
- G
SEC
TIO
N K
- K
SEC
TIO
N J
- J
SEC
TIO
N O
- O
SEC
TIO
N I
- I D
ETAI
L L
SEC
TIO
N N
- N
SEC
TIO
N M
- M TR
ANSI
TIO
N N
o.0+
40.3
83 ~
No.
0+45
.633
SEC
TIO
N P
- P
SEC
TIO
N Q
- Q
Prep
arat
ory
Surv
ey fo
r Yeg
hvar
d Irr
igat
ion
Impr
ovem
ent P
roje
ct
Feed
er C
anal
Sys
tem
1, S
truct
ural
Dra
win
g of
the
Wat
er D
iver
sion
Wor
ks
APP E-12