skema b.jero.pdf
TRANSCRIPT
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1213
Babat - JeroIntake
AQ14.95214.280
AQ14.41113.360
AQ13.98712.970
AQ13.45112.470
AQ13.13412.180
AQ6.5717.680
7.6706.563
372317
AQ34
AQ
40
GM
N3 - 1L
AQ2732
GM
4 - 1R
300256
288246
AQ1012
GM
3 - 2RAQ
1012
GM
3 - 3R
276236
AQ3541
GM
3 - 4R
235201
AQ3541
GM
4 - 5L
AQ3237
GM
3 - 5R
157134
128122
1314
114109
1516
99 94
2021
78 74
1314
64 61
2425
39 37
3739
627536
AQ5564
GM
3 - 1R
562481
AQ5665
GM
3 - 2RAQ
8397
GM
3 - 3R
497425
400342
AQ5058
GM
3 - 4R
342292
AQ5564
GM
3 - 5R
277237
AQ8498
GM
3 - 6R
99 85
AQ6880
GM
3 - 6L
AQ8599
GM
3 - 7R
177151
AQ1518
PG2 - 1R
159136
AQ2023
PG2 - 2RAQ
1821
PG2 - 3R
136116
11598
AQ4553
PG2 - 4R
62 53
AQ1214
PG2 - 5R
48 41
AQ1518
PG2 - 6R
30 26
AQ2630
PG2 - 7R
AQ4746
PG1 - 1L
319273
264226
AQ2428
PG1 - 2RAQ
1214
PG1 - 2L
172147
AQ119139
SR- 1S
AQ2023
SR - 1R
AQ89
SR - 1L
184157
156133
143122
131112
AQ2428
GM
1.1
AQ1113
GM
1.2
AQ1012
GM
1.3
AQ2529
GM
1.4
10287
49 42
AQ4350
PG1 - 2S
39 30
AQ3035
GM
1.7
Q449384
BabatBarrage
Solo River
AQ AQ AQ AQ A
Q A
Q A
Q A
AQ4553
GM
1.5
AQ1214
GM
1.6
Q A
Q A
Q A Q AQ A
Q AQ A
Q AQ A
Q A
Q AQ A
Q AQ A
Q AQ A
Q A
Q AQ A
Q AQ A
Q AQ AM
anyarReservoir
SekaranReservoir
B u l uReservoir
Kwanon
ReservoirCungkupReservoir
Gum
ingging 2 SC (GM2 - SC)
Headrace
Gumingging 1 SC (GM1 - SC)
To. 0
To. 1
To. 2
To. 3
To. 4
To. 5
To. 7
To. 6
GM
1 - 1
GM
1 - 2
GM
1 - 3
GM
1 - 4
GM
1 - 5
GM
1 - 7
GM
1 - 6 Q = 410
Panggang 2 SC (PG2 - SC)
Gum
ingging 3 SC (GM3 - SC)
Gum
ingging 3 SC (GM4 - SC) D
istributor
North M
ain Canal
South Main Canal
Gum
ingging TC
Connect To GM4 - 1
Connect To GM3 - 1
Gum
ingging IntakeSem
ando Reservoir
Panggang Intake
Suruhan Freder Canal
Sediment Trap
Panggang 1 SC
Primery Canal
To. P3G
M4 - 115
GM
3 - 216
GM
3 - 317
GM
4 - 418
GM
4 - 519
2020a
20b21
2223
24
GM
3 - 18
GM
3 - 29
GM
3 - 310
GM
3 - 411
GM
3 - 512
GM
3 - 613
GM
3 - 714
PG2 - 77
PG2 - 66
PG2 - 55
PG2 - 44
PG2 - 33
PG2 - 22
PG2 - 11
PGS - 1
SR - 1Suruhan SC
PG1 - 2
Secondary Canal (SC)
Tertiary Canal (TC)
Quartenary Canal (QC)
Freeder Canal (FC)
Headrace
Primary Canal (PC)
Main Canal (M
C)
Outlet Structure
Turnout
L E G E N
D A
:
Area (Ha)
Design Discharge (l/s)
AQIrrigation Area (Ha)D
esign Discharge Area (l/s)
Tertiary Unit
q = Unit Discharge- 1.17 l/s/H
a For Secondary Canal Or Upper Canal And Its Off Take Discharge- 1.05 l/s/H
a For Tertiary Canal Or Quartenary Canal
To. P2
To. P1
KETER
AN
GA
N :
PELA
KSA
NA
AN
PEK
ERJA
AN
T.A 2008 (
2,7 Km
)
PELA
KSA
NA
AN
PEK
ERJA
AN
T.A 2009 (
2,7 km)
PELA
KSA
NA
AN
PEK
ERJA
AN
T.A 2012 (
1 km)
No. R
ev.T g l.
Yang D
irevisiD
iset.O
lehD
irenc.
No. Lem
bar
No. R
egister
TanggalN
o. Kontrak :
(LAN
JUTAN
) DI K
AB. LA
MO
NG
ANP
EMBA
NG
UN
AN JAR
ING
AN
IRIG
ASI D
I. BEN
GAW
AN JER
O
:
PA
KE
T PE
KE
RJA
AN
:
PP
K IR
IGA
SI &
RA
WA
II (JATIM
)
JAW
A TIM
UR
PR
OPIN
SI :
Kabupaten
: LAM
ON
GAN
: 1 / 1
PPK
IRIG
ASI &
RAW
A II (JATIM
)
PELA
KSAN
A TEKN
IK
DIS
ETUJU
I
DIP
ERIKSA
DIG
AMBAR
PU
DJIYA
NTO
, ST
SIG
IT BU
DI W
IDIG
DYO
, ST
SK
EM
A JA
RIN
GA
N IR
IGA
SI D
I. BE
NG
AW
AN
JER
O
PEN
GA
WA
S LAPA
NG
ANM
UR
DJO
KO
, ST
PELA
KSA
NA
AN
PEK
ERJA
AN
T.A 2014 (
0,84 km)
PELA
KSA
NA
AN
PEK
ERJA
AN
T.A 2013 (
1,050 km)
REN
CA
NA
PEK
ERJA
AN
T.A 2015 (
0,7 km)