app e-35saniri flumes iso 9826: 1992(e) outlet of pipe plan view s=1:100 outlet of pipe a-a cross...
TRANSCRIPT
-
PK0
PK3
0
PK2
0
PK
40
PK5
0
PK6
0
PK7
0P
K80
PK9
0
PK
100
PK
110
PK1
20P
K130
PK1
40
PK1
50
PK1
60
PK1
0
PK
170
PK1
80
PK1
90
PK2
00
PK2
10
PK2
30P
K240
Type
B : S
ection
(2)
PK
123
-165
mh
bm
h
H
Lini
ng c
oncr
ete
t=12
0mm
Rem
oval
of e
xist
ing
linin
gco
ncre
te o
f old
can
al
Rem
oval
of e
xist
ing
pane
lof
cur
rent
can
al
Reh
abili
tatio
n pl
anC
urre
nt s
ituat
ion
Lini
ng c
oncr
ete
t=12
0mm
300
bm
h
H
mh
B
1 : m
300
Ban
k
Type
C :
Sect
ion(
3)
PK
165
-234
mh
bm
h
H
Lini
ng c
oncr
ete
t=12
0mm
300
Ban
kR
emov
al o
f exi
stin
g lin
ing
conc
rete
of c
urre
nt c
anal
Rem
oval
of
exis
ting
soil
B
Rem
oval
of e
xist
ing
linin
gco
ncre
te o
f old
can
al
Rem
oval
of e
xist
ing
pane
lof
cur
rent
can
al
B
Reh
abilit
atio
n pl
anC
urre
nt s
ituat
ion
Reh
abili
tatio
n pl
anC
urre
nt s
ituat
ion
Type
A :
Sec
tion(
1)
PK0
- PK
23
320
Bac
kfill
ed u
sing
by S
and
bags
1 : 0.5
h' h' h'=(0.32+H)/3Reh
abilit
atio
n pl
an fo
r Arz
ni-B
ranc
h ca
nal
S =
1 :
50,0
00
Secti
on to
be
reha
bilita
ted(
2)
L=4
.3km
(PK1
23-P
K165
)
Secti
on to
be
reha
bilita
ted(1
)
L=2.
4km
(PK0
-PK2
3)
Sect
ion
to b
e re
habi
litate
d(3)
L=7.
8km
(PK1
65-P
K234
)
DIM
ENS
ION
OF
THE
CA
NA
LS
NO
TE :
Sou
rce
of d
imen
sion
(sec
tion1
) and
cur
rent
Q a
re b
y A
shat
arak
WU
A
S
ourc
e of
dim
ensi
on (s
ectio
n2,3
) is
by s
tudy
team
Sou
rce
of c
urre
nt Q
(se
ctio
n2,3
) is
desi
gned
by
Mille
nniu
m p
roje
ct
Yeg
vard
rese
rvoi
r
Dra
win
g Ti
tle:
Sca
le:
Dra
win
g N
o:
All
dim
ensi
on in
:
Che
cked
by:
App
rove
d by
:
Pro
ject
:D
raw
n by
:
San
yu C
onsu
ltant
s In
c.
Met
erR
evis
ion
Initi
als
Free
Prep
arato
ry Su
rvey f
or Y
eghv
ard I
rriga
tion S
ystem
Impr
ovem
ent P
rojec
t
Reha
bilita
tion P
lan fo
r Arzn
i-Bra
nch c
anal
APP E-35
-
PK1
20
PK0
PK1
0
PK2
0
PK3
0
PK4
0P
K50
PK6
0
PK
70
PK
80
PK9
0P
K100
PK1
10
300
bm
hm
hB
H
300
bm
hm
hB
H
Type
B : S
ection
(2)
PK
82 -1
26Ty
peA
: S
ectio
n(1)
PK6
9 - P
K82
Rem
oval
of e
xist
ing
linin
gco
ncre
te o
f old
can
al
Rem
oval
of e
xist
ing
linin
gco
ncre
te o
f cur
rent
can
al
Lini
ng c
oncr
ete
t=12
0mm
Lini
ng c
oncr
ete
t=12
0mm
Ban
kB
ank
Rem
oval
of e
xist
ing
linin
gco
ncre
te o
f old
can
al
Rem
oval
of e
xist
ing
pane
lof
cur
rent
can
al
Rem
oval
of M
orta
r
Reh
abilit
atio
n pl
anC
urre
nt s
ituat
ion
Reh
abilit
atio
n pl
anC
urre
nt s
ituat
ion
Reh
abilit
atio
n P
lan
for T
kaha
n ca
nal
S =
1 :
40,0
00
Sec
tion
to b
e re
habi
litat
ed(2
) :4.
1km
(PK
82-P
K12
6 (e
xcep
t pip
elin
e 0.
3km
)
Dra
win
g Ti
tle:
Sca
le:
Dra
win
g N
o:
All
dim
ensi
on in
:
Che
cked
by:
App
rove
d by
:
Pro
ject
:D
raw
n by
:
San
yu C
onsu
ltant
s In
c.
Met
erR
evis
ion
Initi
als
Free
Prep
arato
ry Su
rvey f
or Y
eghv
ard I
rriga
tion S
ystem
Impr
ovem
ent P
rojec
t
NO
TE :
Sou
rce
of d
imen
sion
is b
y st
udy
team
Reha
bilita
tion P
lan fo
r Tka
han c
anal
Secti
on to
be re
habil
itated
(1) :
1.3km
(PK6
9-PK8
2)
DIM
EN
SIO
N O
F TH
E C
AN
ALS
APP E-36
-
PK0 P
K10 PK
20 PK3
0
PK4
0
PK5
0
PK6
0
PK7
0 PK
80 PK9
0
PK1
00
PK
110
H
b1
ｔ1
Sec
tion
of re
habi
litat
ion(
1)
PK0
- P
K31,
PK6
2 - P
K63
Sec
tion
of re
habi
litat
ion(
2)
PK6
3 - P
K70
, P
K82
- PK1
12
Γ12.
30-1
Γ15.
30-1
Lb1
h1t
t1
300
300
480
500
80 100
100
100
1250
1500
tB
h1
H
300
bm
hm
hB
Rem
oval
of e
xist
ing
cana
lP
reca
st c
oncr
ete
cana
l
Lini
ng c
oncr
ete
t=12
0mm
Reh
abili
tatio
n pl
anC
urre
nt s
ituat
ion
Reh
abili
tatio
n pl
anC
urre
nt s
ituat
ion
Reh
abilit
atio
n P
lan fo
r Sha
khi-A
ru c
anal
S =
1 :
40,0
00
Section of rehabilitation (1) :
3.1km (PK0-PK31)
Section o
f rehabilita
tion
3.0km (PK8
2-PK112)
Section of reha
bilitation 0.8km (PK62-P
K70)
NO
TE :
Sou
rce
of d
imen
sion
is b
y st
udy
team
cur
rent
Q a
re b
y V
agas
hapa
t WU
A
Dra
win
g Ti
tle:
Sca
le:
Dra
win
g N
o:
All
dim
ensi
on in
:
Che
cked
by:
App
rove
d by
:
Pro
ject
:D
raw
n by
:
San
yu C
onsu
ltant
s In
c.
Met
erR
evis
ion
Initi
als
Free
Prep
arato
ry Su
rvey f
or Y
eghv
ard I
rriga
tion S
ystem
Impr
ovem
ent P
rojec
t
Reha
bilita
tion P
lan fo
r Sha
khi-A
ru ca
nal
DIM
EN
SIO
N O
F TH
E C
AN
ALS
APP E-37
-
PK3
0
PK
40
PK5
0
PK6
0
PK
70
PK8
0
PK
90
PK1
00
PK2
0
PK0
PK1
0
A
B B
b
h
b H
h1
b Pb PH
h2
h3
LR10
h 1
BB
Leav
ing
exis
ting
cana
l
Reh
abilit
atio
n pl
anC
urre
nt s
ituat
ion
Reh
abilit
atio
n pl
anC
urre
nt s
ituat
ion
Hal
f pip
e (L
R10
)bu
ried
in th
e so
ilSoi
l car
ried
from
borr
owin
g pi
tS
oil c
arrie
d fro
mbo
rrow
ing
pit
Hal
f pip
e (L
R10
)bu
ried
in th
e so
ilLe
avin
g ex
istin
g ca
nal
Type
A :
Sec
tion(
1)
PK6
- PK
52Ty
peB
: S
ectio
n(2)
PK5
2 - P
K76
L
H
H
h 2h 3
bb H
δS
5980
1804
700
L10
00h10
7510
9012
1016
74b P
1834
b PH
1994
75
S
δ
Hal
f pip
e (L
R10
)B
Reh
abilit
atio
n pl
anC
urre
nt s
ituat
ion
Rem
oval
of e
xist
ing
cana
l
Type
C :
Sec
tion(
3)
PK7
6 - P
K104
A -
A C
RO
SS S
ECTI
ON
B -
B C
RO
SS S
ECTI
ON
Lini
ng c
oncr
ete
t=12
0mm
Reh
abilit
atio
n Pl
an fo
r Upp
er A
knal
ich
cana
lS
= 1
: 40
,000
Dra
win
g Ti
tle:
Sca
le:
Dra
win
g N
o:
All
dim
ensi
on in
:
Che
cked
by:
App
rove
d by
:
Pro
ject
:D
raw
n by
:
San
yu C
onsu
ltant
s In
c.
Met
erR
evis
ion
Initi
als
Free
Prep
arato
ry Su
rvey f
or Y
eghv
ard I
rriga
tion S
ystem
Impr
ovem
ent P
rojec
t
Reha
bilita
tion P
lan fo
r Upp
er A
knali
ch ca
nal
DIM
EN
SIO
N O
F TH
E C
AN
ALS
NO
TE :
Sou
rce
of d
imen
sion
(PK
6-P
K76
) is
by s
tudy
team
, the
oth
er is
by
Vag
asha
pat W
UA
Cur
rent
Q a
re b
y Va
gash
apat
WU
A
Sect
ion
to b
e re
habi
litate
d(3)
: 2.8
km (P
K76-
PK10
4)
Sect
ion
to b
e re
habi
litate
d(2)
: 2.4
km (P
K52-
PK76
)
Secti
on to
be re
habili
tated
(1): 4
.6km
(PK6-P
K52)
APP E-38
-
PK0
PK5
0
PK
100
PK1
50
PK2
00
250
B
Reh
abili
tatio
n pl
anC
urre
nt s
ituat
ion b
mh
Bm
h
Rai
sing
con
cret
e
H
2h
hHh
2h
Reh
abili
tatio
n pl
anC
urre
nt s
ituat
ion
Rai
sing
con
cret
e
Type
A :
Trap
ezoi
dal s
ectio
n
Type
B :
Rec
tang
ular
sec
tion
Secti
on to
be
upgr
aded
17.8
km (P
K10-
PK18
8)
Dra
win
g Ti
tle:
Sca
le:
Dra
win
g N
o:
All
dim
ensi
on in
:
Che
cked
by:
App
rove
d by
:
Pro
ject
:D
raw
n by
:
San
yu C
onsu
ltant
s In
c.
Met
erR
evis
ion
Initi
als
Free
Prep
arato
ry Su
rvey f
or Y
eghv
ard I
rriga
tion S
ystem
Impr
ovem
ent P
rojec
t
Upga
de P
lan fo
r Low
er H
razd
an ca
nal s
tage I
I
Upg
rade
Pla
n fo
r Low
er H
razd
an c
anal
sta
ge ll
S =
1 :
80,0
00
NO
TE :
Sou
rce
of D
ESI
GN
OF
SMAL
L C
AN
AL
STR
UC
TUR
E
1
feet
= 1
0.30
48 m
APP E-39
-
h
0.20
B0.
20B
+0.4
0
0.55 0.55 0.55H+0.80
mh
Dm
hb
1 : m
0.25 0.25 0.25
bD
+2m
h
H×
m0.
30H
×m+0.3
B
B+0.4
h
0.55 0.10 0.15
0.20 0.20
AA
BB
CC
H 0.25 0.25 0.25H+0.25
0.12
0.100.15
BC
m :
Sha
ll be
con
firm
ed a
t site
h :
Sha
ll in
clud
e de
sign
wat
er le
vel a
nd fr
eebo
ard
PLA
N V
IEW
A-A
CR
OS
S S
EC
TIO
NB
-B, C
-C F
RO
NT
OF
THE
GA
TE
LOC
ATIO
N O
F TH
E S
LUIC
E G
ATE
WIT
H T
HE
SIZ
E
B :
Sha
ll in
clud
e th
e fra
me
of th
e ga
te
Spa
ce fo
r gui
de o
f the
gat
e
Dra
win
g Ti
tle:
Sca
le:
Dra
win
g N
o:
All
dim
ensi
on in
:
Che
cked
by:
App
rove
d by
:
Pro
ject
:D
raw
n by
:
San
yu C
onsu
ltant
s In
c.
Met
erR
evis
ion
Initi
als
Free
Prep
arato
ry Su
rvey f
or Y
eghv
ard I
rriga
tion S
ystem
Impr
ovem
ent P
rojec
t
Stan
dard
draw
ing of
the d
iversi
on w
orks
APP E-40
-
b1b2
b2B
b1b1
L L
B
h1h2H
b = 6001170 1010
960b1 = 1020
800
2780
l1 =
120
0l5
= 2
500
3700
bc = 17002200
250 250
1700250 2502200
l1 =
120
0l5
= 2
500
920 3001220
1760 2802040
hc = 1000300
hp = 800
1800 400
1300 640hp1 = 240 400
1240 3001540
640
280
280
ISO
982
6
ISO
982
6
3700
Gat
e (B
0.8m
×H1.
0m)
Gat
e (B
0.3m
×H0.
6m)
BB
CCGat
e (B
0.5m
×H1.
1m)
A A
6300
6300
4000
500
2200
2600
200
200
800
900
900
Sto
p lo
g (B
=1.3
m)
Sto
p lo
g(B
=0.8
m)
300
300
4600
270
615
615 2
00Gat
e (B
0.8m
×H1.
0m)
12001000
700300 200
1300
1900
1400
900
800
900
900
2600
AQ
UE
DU
CT
BR
IDG
EP
LAN
VIE
WA
QU
ED
UC
T B
RID
GE
CR
OS
S S
EC
TIO
N
AQ
UED
UC
TBR
IDG
ES
IDE
VIE
W
LOC
ATIO
N O
F TH
E A
QU
ED
UC
T B
RID
GE
SW
ITH
TH
E S
IZE
Not
e : T
he d
imen
sion
and
the
num
ber o
f pie
r for
aqu
educ
t brid
ges
Shal
l be
conf
irmed
Dra
win
g Ti
tle:
Sca
le:
Dra
win
g N
o:
All
dim
ensi
on in
:
Che
cked
by:
App
rove
d by
:
Pro
ject
:D
raw
n by
:
San
yu C
onsu
ltant
s In
c.
Met
erR
evis
ion
Initi
als
Free
Prep
arato
ry Su
rvey f
or Y
eghv
ard I
rriga
tion S
ystem
Impr
ovem
ent P
rojec
t
Stan
dard
draw
ing of
the a
qued
uct b
ridge
s, the
wate
r me
asur
emen
t facil
ities
and t
he ou
tlet o
f pipe
SA
NIR
I Flu
mes
ISO
982
6: 1
992(
E)
OU
TLE
T O
F P
IPE
PLA
N V
IEW
S=1
:100
OU
TLE
T O
F PI
PEA
-A C
RO
SS
SE
CTI
ON
S=1
:100
OU
TLE
T O
F P
IPE
B-B
CR
OSS
SE
CTI
ON
S=1
:100
OU
TLE
T O
F PI
PEC
-C C
RO
SS
SE
CTI
ON
S=1
:100
WA
TER
ME
AS
UR
EM
EN
TFA
CIL
ITY
PLA
N V
IEW
S=1
:100
(Arz
ni-B
ranc
h cn
al P
K12
7)
WA
TER
ME
AS
UR
EM
EN
TFA
CIL
ITY
SID
E V
IEW
S=1
:100
(Arz
ni-B
ranc
h cn
al P
K12
7)
APP E-41
-
PK3
0
PK4
0
PK5
0
PK
60
PK2
0
PK0
PK1
0PK
0
PK1
0
PK2
0P
K30
PK4
0
Pip
e φ7
20m
mP
ipe φ4
00m
m
Pip
e φ
720m
m
AA
AA
2900
200
4500
150
1800
600
1800
1800
200
1500
80020
020
040
041
0030
030
0
800
4500
3000
2637
163
200
5100
15001800 1800
200200
3900300
2460
340
h
200
B20
0B+4
00
550 550 550H+800
mh
Dm
hb
1 : m
250 250 250
bD
+2m
h
mH
300
mH
+300
BB+400
h
550 100 150
200 200
AA
BB
CC
H 250H+250
120
100150
BC
Pip
elin
e sy
stem
pla
nS
= 1
: 40
,000
Inle
t P
K18
7+63
Out
let(2
) P
K13+
50
PK1
20
PK1
30
PK
140
PK1
50
PK1
60P
K170
PK1
80
PK2
00P
K190
PK2
10
Dra
win
g Ti
tle:
Sca
le:
Dra
win
g N
o:
All
dim
ensi
on in
:
Che
cked
by:
App
rove
d by
:
Pro
ject
:D
raw
n by
:
San
yu C
onsu
ltant
s In
c.
Met
erR
evis
ion
Initi
als
Free
Prep
arato
ry Su
rvey f
or Y
eghv
ard I
rriga
tion S
ystem
Impr
ovem
ent P
rojec
t
Wate
r tra
nsmi
tting p
ipelin
e for
Upp
er an
d Inn
er A
knali
ch ca
nal s
ystem
L = 4,500mL = 4,750m
Out
let(1
) PK1
0+00
INLE
T O
F P
IPE
LIN
EP
LAN
VIE
W
INLE
T O
F P
IPE
LIN
EA
-A C
RO
SS
SE
CTI
ON
INLE
T O
F P
IPE
LIN
EB
-B,C
-C C
RO
SS S
EC
TIO
N
OU
TLE
T O
F P
IPE
LIN
EP
LAN
VIE
W(U
PP
ER
AK
NA
LIC
H C
AN
AL)
OU
TLE
T O
F P
IPE
LIN
EP
LAN
VIE
W(IN
NE
R A
KN
ALI
CH
CAN
AL)
OU
TLE
T O
F P
IPE
LIN
EA
-A C
RO
SS
SEC
TIO
N(U
PP
ER
AK
NA
LIC
H C
AN
AL)
OU
TLE
T O
F P
IPE
LIN
EA
-A C
RO
SS S
EC
TIO
N(IN
NE
R A
KN
ALI
CH
CAN
AL)
APP E-42
Appendix-E: Irrigation Planning