skema b.jero.pdf

1
12 13 Babat - Jero Intake A Q 14.952 14.280 A Q 14.411 13.360 A Q 13.987 12.970 A Q 13.451 12.470 A Q 13.134 12.180 A Q 6.571 7.680 7.670 6.563 372 317 A Q 34 A Q 40 GMN3 - 1L A Q 27 32 GM4 - 1R 300 256 288 246 A Q 10 12 GM3 - 2R A Q 10 12 GM3 - 3R 276 236 A Q 35 41 GM3 - 4R 235 201 A Q 35 41 GM4 - 5L A Q 32 37 GM3 - 5R 157 134 128 122 13 14 114 109 15 16 99 94 20 21 78 74 13 14 64 61 24 25 39 37 37 39 627 536 A Q 55 64 GM3 - 1R 562 481 A Q 56 65 GM3 - 2R A Q 83 97 GM3 - 3R 497 425 400 342 A Q 50 58 GM3 - 4R 342 292 A Q 55 64 GM3 - 5R 277 237 A Q 84 98 GM3 - 6R 99 85 A Q 68 80 GM3 - 6L A Q 85 99 GM3 - 7R 177 151 A Q 15 18 PG2 - 1R 159 136 A Q 20 23 PG2 - 2R A Q 18 21 PG2 - 3R 136 116 115 98 A Q 45 53 PG2 - 4R 62 53 A Q 12 14 PG2 - 5R 48 41 A Q 15 18 PG2 - 6R 30 26 A Q 26 30 PG2 - 7R A Q 47 46 PG1 - 1L 319 273 264 226 A Q 24 28 PG1 - 2R A Q 12 14 PG1 - 2L 172 147 A Q 119 139 SR- 1S A Q 20 23 SR - 1R A Q 8 9 SR - 1L 184 157 156 133 143 122 131 112 A Q 24 28 GM1.1 A Q 11 13 GM1.2 A Q 10 12 GM1.3 A Q 25 29 GM1.4 102 87 49 42 A Q 43 50 PG1 - 2S 39 30 A Q 30 35 GM1.7 Q 449 384 Babat Barrage Solo River A Q A Q A Q A Q A Q A Q A Q A A Q 45 53 GM1.5 A Q 12 14 GM1.6 Q A Q A Q A Q A Q A Q A Q A Q A Q A Q A Q A Q A Q A Q A Q A Q A Q A Q A Q A Q A Q A Q A Q A Manyar Reservoir Sekaran Reservoir B u l u Reservoir Kwanon Reservoir Cungkup Reservoir Gumingging 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 GM1 - 1 GM1 - 2 GM1 - 3 GM1 - 4 GM1 - 5 GM1 - 7 GM1 - 6 Q = 410 Panggang 2 SC (PG2 - SC) Gumingging 3 SC (GM3 - SC) Gumingging 3 SC (GM4 - SC) Distributor North Main Canal South Main Canal Gumingging TC Connect To GM4 - 1 Connect To GM3 - 1 Gumingging Intake Semando Reservoir Panggang Intake Suruhan Freder Canal Sediment Trap Panggang 1 SC Primery Canal To. P3 GM4 - 1 15 GM3 - 2 16 GM3 - 3 17 GM4 - 4 18 GM4 - 5 19 20 20a 20b 21 22 23 24 GM3 - 1 8 GM3 - 2 9 GM3 - 3 10 GM3 - 4 11 GM3 - 5 12 GM3 - 6 13 GM3 - 7 14 PG2 - 7 7 PG2 - 6 6 PG2 - 5 5 PG2 - 4 4 PG2 - 3 3 PG2 - 2 2 PG2 - 1 1 PGS - 1 SR - 1 Suruhan SC PG1 - 2 Secondary Canal (SC) Tertiary Canal (TC) Quartenary Canal (QC) Freeder Canal (FC) Headrace Primary Canal (PC) Main Canal (MC) Outlet Structure Turnout L E G E N D A : Area (Ha) Design Discharge (l/s) A Q Irrigation Area (Ha) Design Discharge Area (l/s) Tertiary Unit q = Unit Discharge - 1.17 l/s/Ha For Secondary Canal Or Upper Canal And Its Off Take Discharge - 1.05 l/s/Ha For Tertiary Canal Or Quartenary Canal To. P2 To. P1 KETERANGAN : PELAKSANAAN PEKERJAAN T.A 2008 ( ± 2,7 Km) PELAKSANAAN PEKERJAAN T.A 2009 ( ± 2,7 km) PELAKSANAAN PEKERJAAN T.A 2012 ( ± 1 km) No. Rev. T g l. Yang Direvisi Diset. Oleh Direnc. No. Lembar No. Register Tanggal No. Kontrak : (LANJUTAN) DI KAB. LAMONGAN PEMBANGUNAN JARINGAN IRIGASI DI. BENGAWAN JERO : PAKET PEKERJAAN : PPK IRIGASI & RAWA II (JATIM) JAWA TIMUR PROPINSI : Kabupaten : LAMONGAN : 1 / 1 PPK IRIGASI & RAWA II (JATIM) PELAKSANA TEKNIK DISETUJUI DIPERIKSA DIGAMBAR PUDJIYANTO, ST SIGIT BUDI WIDIGDYO, ST SKEMA JARINGAN IRIGASI DI. BENGAWAN JERO PENGAWAS LAPANGAN MURDJOKO, ST PELAKSANAAN PEKERJAAN T.A 2014 ( ± 0,84 km) PELAKSANAAN PEKERJAAN T.A 2013 ( ± 1,050 km) RENCANA PEKERJAAN T.A 2015 ( ± 0,7 km)

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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)