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PAK BENG HYDROPOWER PROJECT Engineering-Status-Report-Drawings September 2015

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  • PAK BENG HYDROPOWER PROJECT

    Engineering-Status-Report-Drawings

    September 2015

  • DRAWINGS LIST OF PROJECT PLANNING

    PAGE DRAWING NAME DRAWING NUMBER

    1 MAP OF PAK BENG POWER STATION BASIN ( PART OF LOWER MEKONG ) ND62-KM0933-0922(E)-2-1

    2 LOCATION OF PAK BENG POWER STATION ND62-KM0933-0922(E)-2-2

    3 GENERALIZED SECTION OF STATION PLANNING ON MEKONG ND62-KM0933-0922(E)-2-3

  • N

    N

    MAP OF THE GREATERMEKONG BASINA

  • DRAWINGS LIST OF ENGINEERING GEOLOGY

    SERIAL DRAWING NAME DRAWING NUMBER

    1 REGIONAL GEOLOGICAL MAP ND62-KM0933-0922(E)-3-1

    2 GENERALIZED GEOLOGICAL MAP OF RESERVOIR ( 1 ) ND62-KM0933-0922(E)-3-2

    3 GENERALIZED GEOLOGICAL MAP OF RESERVOIR ( 2 ) ND62-KM0933-0922(E)-3-2

    4 GENERALIZED GEOLOGICAL MAP OF RESERVOIR ( 3 ) ND62-KM0933-0922(E)-3-2

    5 GENERALIZED GEOLOGICAL MAP OF RESERVOIR ( 4 ) ND62-KM0933-0922(E)-3-2

    6 GEOLOGICAL PLAN OF UPSTREAM DAM SITE AREA ND62-KM0933-0922(E)-3-3

    7 ENGINEERING GEOLOGICAL LONGITUDINAL PROFILE OF RIVER BED OF SITE AREA ND62-KM0933-0922(E)-3-4

    8 ENGINEERING GEOLOGICAL PROFILE OF EXPLORATORY LINE OF SITE AREA ND62-KM0933-0922(E)-3-5

    9 ENGINEERING GEOLOGICAL PROFILE OF EXPLORATORY LINE ( DAM AXIS ) OF SITE AREA ND62-KM0933-0922(E)-3-6

    10 ENGINEERING GEOLOGICAL PROFILE ALONG RIGHT-BANK SHIP LOCK AND NAVIGATION APPROCH CHANNEL

    AXIS OF DAM SITE AREA ND62-KM0933-0922(E)-3-7

    11 ENGINEERING GEOLOGICAL PROFILE LONGIYUDINAL COFFERDAM OF DAM SITE AREA ND62-KM0933-0922(E)-3-8

    12 DISTRIBUTION PLAN OF NATURAL CONSTRUCTION MATERIAL ND62-KM0933-0922(E)-3-9

    13 GEOLOGICAL PLAN OF LEFT BANK ROCK BORROW AREA ND62-KM0933-0922(E)-3-10

    14 GEOLOGICAL PLAN OF RIGHT BANK ROCK BORROW AREA ND62-KM0933-0922(E)-3-11

  • DRAWINGS LIST OF ENGINEERING GEOLOGY (continue)

    SERIAL DRAWING NAME DRAWING NUMBER

    15 GEOLOGICAL PLAN OF NANEN ADMIXTURE YARD AREA ND62-KM0933-0922(E)-3-12

    16 A-AGEOLOGICAL SECTION OF LIFT BANK BORROW AREA ND62-KM0933-0922(E)-3-13

    17 D-DGEOLOGICAL SECTION OF LIFT BANK BORROW AREA ND62-KM0933-0922(E)-3-14

    18 B-BGEOLOGICAL SECTION OF RIGHT BANK BORROW AREA ND62-KM0933-0922(E)-3-15

    19 F-FGEOLOGICAL SECTION OF RIGHT BANK BORROW AREA ND62-KM0933-0922(E)-3-16

    20 A-AGEOLOGICAL SECTION OF NUNN CREEK ADMIXTURE YARD ND62-KM0933-0922(E)-3-17

    21 D-DGEOLOGICAL SECTION OF NUNN CREEK ADMIXTURE YARD ND62-KM0933-0922(E)-3-18

  • C

    P

    T

    J

    N

    Q

    C2~T1

    T2~J2

    N~Q

    N~Q

    N~Q

    T2~J2

    Dimi

    F1

    F2

    F3

    T2-J2

    K2

    C2-T1

    P

    N~Q

    N~Q

    N~Q

    T2~J2

    T2~J2

    C2-T1

    C2-T1

    C2-T1

    T2~J2

    C2-T1

    C2-T1

    T2~J2

    K

    C

    P

    T

    J

    N

    Q

    Cenozoic Erathem

    Erathem

    Comprehensive Geologic Column

    K

    System

    CodeColumnar

    section

    Mesozoic

    Erathem

    Palaeozoic Erathem

    N Q

    T2~J2

    C2~T1

    K2

    F1

  • C

    P

    T

    J

    N

    Q

    C

    P

    T

    J

    N

    Q

    Cenozoic Erathem

    Erathem

    Comprehensive Geologic Column

    K

    System

    CodeColumnar

    section

    Mesozoic

    Erathem

    Palaeozoic Erathem

  • Legend

  • Legend

  • Legend

  • Legend

  • Legend

  • Legend

  • Legend

    Mekong river

    Mekong river

    Mekong river

  • N

    Legend

  • N

    Legend

  • N

  • Legend

    OF LEFT BANK BORROW AREA

  • OF LEFT BANK BORROW AREA

    Legend

  • Legend

    OF RIGHT BANK BORROW AREA

  • Legend

    OF RIGHT BANK BORROW AREA

  • Legend

  • Legend

    NUNN CREEK ADMIXTURE YARD

  • DRAWINGS LIST OF PROJECT LAYOUT AND STRUCTURES

    SERIAL DRAWING NAME DRAWING NUMBER

    1 PROJECT LAYOUT1/4 ND62-KM0933-0922(E)-41-1

    2 PROJECT LAYOUT2/4 ND62-KM0933-0922(E)-41-2

    3 PROJECT LAYOUT3/4 ND62-KM0933-0922(E)-41-3

    4 PROJECT LAYOUT4/4 ND62-KM0933-0922(E)-41-4

    5 DISCHARGE SLUICES LAYOUT1/3 ND62-KM0933-0922(E)-41-5

    6 DISCHARGE SLUICES LAYOUT2/3 ND62-KM0933-0922(E)-41-6

    7 DISCHARGE SLUICES LAYOUT3/3 ND62-KM0933-0922(E)-41-7

    8 RIGHT NONOVERFLOW DAM LAYOUT ND62-KM0933-0922(E)-41-8

    9 LEFT NONOVERFLOW DAM LAYOUT ND62-KM0933-0922(E)-41-9

    10 SAND BARRIER LAYOUT ND62-KM0933-0922(E)-41-10

    11 STRUCTURAL LAYOUT OF POWERHOUSE1/12 ND62-KM0933-0922(E)-45-1

    12 STRUCTURAL LAYOUT OF POWERHOUSE2/12 ND62-KM0933-0922(E)-45-2

    13 STRUCTURAL LAYOUT OF POWERHOUSE3/12 ND62-KM0933-0922(E)-45-3

    14 STRUCTURAL LAYOUT OF POWERHOUSE4/12 ND62-KM0933-0922(E)-45-4

    15 STRUCTURAL LAYOUT OF POWERHOUSE5/12 ND62-KM0933-0922(E)-45-5

    16 STRUCTURAL LAYOUT OF POWERHOUSE6/12 ND62-KM0933-0922(E)-45-6

  • DRAWINGS LIST OF PROJECT LAYOUT AND STRUCTURES(continue)

    PAGE DRAWING NAME DRAWING NUMBER

    17 STRUCTURAL LAYOUT OF POWERHOUSE7/12 ND62-KM0933-0922(E)-45-7

    18 STRUCTURAL LAYOUT OF POWERHOUSE8/12 ND62-KM0933-0922(E)-45-8

    19 STRUCTURAL LAYOUT OF POWERHOUSE9/12 ND62-KM0933-0922(E)-45-9

    20 STRUCTURAL LAYOUT OF POWERHOUSE10/12 ND62-KM0933-0922(E)-45-10

    21 STRUCTURAL LAYOUT OF POWERHOUSE11/12 ND62-KM0933-0922(E)-45-11

    22 STRUCTURAL LAYOUT OF POWERHOUSE12/12 ND62-KM0933-0922(E)-45-12

    23 SHIP LOCK LAYOUT1/3 ND62-KM0933-0922(E)-441-1

    24 SHIP LOCK LAYOUT2/3 ND62-KM0933-0922(E)-441-2

    25 SHIP LOCK LAYOUT3/3 ND62-KM0933-0922(E)-441-3

    26 UPSTREAM ACCESS CHANNEL LAYOUT1/2 ND62-KM0933-0922(E)-441-4

    27 UPSTREAM ACCESS CHANNEL LAYOUT2/2 ND62-KM0933-0922(E)-441-5

    28 DOWNSTREAM ACCESS CHANNEL LAYOUT1/3 ND62-KM0933-0922(E)-441-6

    29 DOWNSTREAM ACCESS CHANNEL LAYOUT2/3 ND62-KM0933-0922(E)-441-7

    30 DOWNSTREAM ACCESS CHANNEL LAYOUT3/3 ND62-KM0933-0922(E)-441-8

    31 FILLING AND EMPTING SYSTEM OF LOCK1/4 ND62-KM0933-0922(E)-441-9

    32 FILLING AND EMPTING SYSTEM OF LOCK2/4 ND62-KM0933-0922(E)-441-10

  • DRAWINGS LIST OF PROJECT LAYOUT AND STRUCTURES(continue)

    PAGE DRAWING NAME DRAWING NUMBER

    33 FILLING AND EMPTING SYSTEM OF LOCK3/4 ND62-KM0933-0922(E)-441-11

    34 FILLING AND EMPTING SYSTEM OF LOCK4/4 ND62-KM0933-0922(E)-441-12

    35 FISH PASSAGE LAYOUT1/2 ND62-KM0933-0922(E)-442-1

    36 FISH PASSAGE LAYOUT2/2 ND62-KM0933-0922(E)-442-2

    37 ACCESS LAYOUT OF LOCK1/2 ND62-KM0933-0922(E)-443-1

    38 ACCESS LAYOUT OF LOCK2/2 ND62-KM0933-0922(E)-443-2

    39 LAYOUT OF EXTERNAL DEFORMATION MONITORING NETWORK ND62-KM0933-0922(E)-47-01

    40 LAYOUT OF INSTRUMENTATION FOR DAMPOWERHOUSE AND SHIP LOCK1/4 ND62-KM0933-0922(E)-47-02

    41 LAYOUT OF INSTRUMENTATION FOR DAMPOWERHOUSE AND SHIP LOCK2/4 ND62-KM0933-0922(E)-47-03

    42 LAYOUT OF INSTRUMENTATION FOR DAMPOWERHOUSE AND SHIP LOCK3/4 ND62-KM0933-0922(E)-47-04

    43 LAYOUT OF INSTRUMENTATION FOR DAMPOWERHOUSE AND SHIP LOCK4/4 ND62-KM0933-0922(E)-47-05

    44 LAYOUT OF INSTRUMENTATION FOR SURFACE DEFORMATION OF DAM

    POWERHOUSE AND SHIP LOCK ND62-KM0933-0922(E)-47-06

    45 LAYOUT OF INSTRUMENTATION FOR SEEPAGE AROUND THE DAM ND62-KM0933-0922(E)-47-07

    46 LAYOUT OF INSTRUMENTATION FOR THE PROJECT SLOPE ND62-KM0933-0922(E)-47-08

    47 LAYOUT OF INSTRUMENTATION FOR DAM EARTHQUAKE ND62-KM0933-0922(E)-47-09

  • 4

    1

    1

    2

    A A

    Ship Lock Layout

    NOTES:

  • 1-1

    2-2

    NOTES:

  • 4

    4

    2

    2

    1

    1

    4-4

    3

    3

    SHIP LOCK LONGITUDINAL SECTION

    NOTES:

  • 1

    UPSTREAM ACCESS CHANNEL LAYOUT

    NOTES:

    LIST OF COORDINATES

  • 1-1

    VERTICAL VIEW OF UPSTREAMCHANNEL LEFT FLOATING GUIDE WALL

    NOTES:

  • 2

    2 4

    4

    DOWNSTREAM ACCESS CHANNEL LAYOUT

    LIST OF COORDINATES

    NOTES:

  • 1

    1

    1

    1

    2

    2

    3

    3

    4

    4

    VERTICAL VIEW OF DOWNSTREAM CHANNEL RIGHT WALL

    VERTICAL VIEW OF DOWNSTREAM CHANNEL LEFT WALL

    NOTES:

  • 1-1

    2-2

    4-4

    3-3

    NOTES:

  • A

    A

    B

    B

    D D

    The main parameters and indexes

  • A-A

    B

    B

    B-B

    C

    C

    C-C

  • EE

    E-E

    F

    F

    F-F

    G

    G

    G-G

    Detail of water inlet Detail of intersection of corridor

  • D-D

    H H

    H-H

    Detail of delivery port

  • LAYOUT OF INSTRUMENTATION FOR

    SEEPAGE AROUND THE DAM

  • LAYOUT OF INSTRUMENTATION FOR

    THE PROJECT SLOPE

  • DRAWINGS LIST OF ELECTROMECHANICAL EQUIPMENT AND STEEL STRUCTURES

    PAGE DRAWING NAME DRAWING NUMBER

    1 SINGLE LINE DIAGRAM ND62-KM0933-0922(E)-54-1

    2 SINGLE LINE SCHEME CONTRAST ND62-KM0933-0922(E)-54-2

    3 POWERHOUSE CROSS SECTION ND62-KM0933-0922(E)-5-1

    4 ERECTION BAY FLOOR LAYOUT ND62-KM0933-0922(E)-5-2

    5 DISTRIBUTION BOARD FLOOR LAYOUT ND62-KM0933-0922(E)-5-3

    6 COOLING WATER EQUIPMENT FLOOR LAYOUT ND62-KM0933-0922(E)-5-4

    7 TAIL WATER FLOW-CHANNEL FLOOR LAYOUT ND62-KM0933-0922(E)-5-5

    8 BUSBAR FLOOR, GIS FLOOR AND OUTGOING LINE FLOOR LAYOUT ND62-KM0933-0922(E)-5-6

    9 POWERHOUSE LONGITUDINAL SECTION ND62-KM0933-0922(E)-5-7

  • T3

    11kV 11kV

    G1 G2

    T4 T9T1 T2

    GNEGNE GNE

    T5 T6 T7 T8

    GCB1 GCB2

    11kV

    G3

    GNE

    GCB3 GCB4

    GNE

    11kV

    G5

    GNE

    GCB5 GCB6

    GNE

    11kV

    G7

    GNE

    GCB7 GCB8

    GNE

    11kV

    G9

    GNE

    GCB9 GCB10

    GNE

    11kV

    G11

    GNE

    GCB11 GCB12

    GNE

    11kV

    G13

    GNE

    GCB13 GCB14

    GNE

    11kV

    G15

    GNE

    GCB15 GCB16

    G4 G6 G8 G10 G12 G14 G16

    CEB

    CEB CEB CEB CEB CEB CEBCEB CEB CEB CEB CEB CEB CEB

    CEB

    CEB

    IPBCEB CEB

    IPB

    CT11

    IPB IPB IPB IPB IPB IPB

  • Main transformertransportation road

    350.400 RoofOutgoingLineElevation

    335.800GIS

    330.800 GILGILandCableRoad

    5800 26002000 6200

    6500

    11200 9800

    200t/50t/10t Crane

    11000

    14500

    550kV GIS

    500kV GIL

    344.000 TailwaterPlateform

    321.300 MainTransformerElevarion

    313.800 GeneratingEquipmentElevation

    308.800 CoolingWaterEquipmentElevation

    294.500 TailwaterBottomPlate

    292.750 InflowBottomPlate

    346.000 DamCrest

    343.810 (P=0.05%)CheckFloodLevel

    341.340 (P=0.2%)DesignFloodLevel 340.000

    NormalHighWaterLevel

    335.340 DeadWaterLevel

    300.000 InstallElevation

    3300 10200 4800

    376.000 500kV

    37001800

    3283

    2217

    338.300CraneRailElevation

    342.940 (P=0.05%)PeakFloodDownsreamLevel

    340.520 (P=0.2%)DesignFloodDownstreamLevel

    320.588 (16)NormalTailwaterLevel

    311.918(6)

    307.500 LowestTailwaterLevel

    384.000 500kV

    5500

    R>4550

    R>4550

    R>4550

    GeneratingEquipment Floor

    Cooling WaterEquipment Room

    350.400 RoofOutgoingLineElevation

    335.800GIS

    330.800 GILGILandCableRoad

    344.000 TailwaterPlateform

    321.300 MainTransformerElevarion

    313.800 GeneratingEquipmentElevation

    308.800 CoolingWaterEquipmentElevation

    294.500 TailwaterBottomPlate

    292.750 InflowBottomPlate

    346.000 DamCrest

    338.300

    300.000 InstallElevation

    338.300 CraneRailElevation

    372.500 230KV

    230KV GIS

    230KV GIL and Cable Road

    GeneratingEquipment Floor

    Cooling WaterEquipment Room

    10200 4800

    11000

    377.000 230kV

    4000 4000 4000

    R>1800

    R>1800

    230KV GIL

    Main TransformerTranspotation Road

    230kV POWERHOUSE CROSS SECTION

    3

    /NOTES

    1.mmm

    550kV POWERHOUSE CROSS SECTION 230kV 550kV

    All elevations are given in meter(m),

    other dimensions are in millimeter(mm).

    ND62-KM0933-0922(E)-5-

    PAGE

    2015.9

    COUNTERPART SIGNTURE DATE D.C No.

    CERTIFICATED

    DRAWN

    DESIGNED

    CHECKED

    EXAMINED

    VERIFIED

    APPROVED

    A153000839

    MOHURD,PRC

    DRAWING No.

    SCALE SEE DRAWING DATE

    PAK BENG PROJECTELECTRICAL & MACHINERY SECTION

    FEASIBILITY STUDY STAGE

    POWERHOUSE CROSS SECTION

    1

  • 12001200

    A B C

    a b c T91300

    12001200 12001200 12001200

    A B C

    a b c

    A B C

    a b c1300

    7000

    A B C

    a b c

    A B C

    a b c1300

    7000

    A B C

    a b c

    A B C

    a b c1300

    T8 T7 T6 T5 T4 T3 T2 T1

    800

    abc

    A B C

    abc

    A B C

    41000 41000 41000 4100041000 328000 41000

    Turbine Oil Tank Room

    9000

    13500

    11200

    9800

    2700

    15600

    8500

    2000

    7120 12860

    2000 4000

    Governer Oil Unit Device

    Governer OilTank

    9000

    14200

    2800

    5800

    4600

    6200

    1600

    9000

    14200

    1600

    4600

    5800

    2800

    6200

    9000

    14200

    1600

    4600

    5800

    2800

    6200

    9000

    14200

    1600

    4600

    5800

    2800

    6200

    9000

    14200

    2300

    4600

    5800

    6200

    Runner

    Lift

    GeneratorLifting Hole

    HydroturbineLifting Hole

    3800

    5500

    7000

    5600

    5500

    3800

    5600

    5500

    3800

    6200

    5600

    5500

    3800

    8700

    321.300

    321.300 321.300 321.300321.300

    321.300 321.300 321.300321.300

    321.300

    2217

    3700

    1800 3287

    7000

    7000

    1800 3287

    2217

    3700 50t

    200t

    50t

    200t

    50t

    200t

    50t

    200t

    41010 41000 41000 40980

    40980 9910 21200 21200 19800 21200 19800 21200 19800 21200 19800 21200 19800 21200 9890 41000

    8700

    2200

    2500

    3500

    2200

    2500

    3500

    20890 10200 9910 20890 10200 9910 20890 10200 9910 20890 10200 9910 20890 10200 9910 20890 10200 9910 20690 10400 9910 9890 12500 10860

    2100

    0

    5500

    7750

    2900

    2900

    62002200

    5500

    321.300

    StatorRotor

    50t Hook Limit Line

    200t Hook Limit Line

    50t Hook Limit Line

    200t Hook Limit Line

    Main Axis

    VerticalTransportation Road

    Diesel Generator Shelter

    Main Transformer Transportation Road

    Oil DisposalEquipment Room

    HydroturbineLifting Hole

    GeneratorLifting Hole

    GeneratorLifting Hole

    HydroturbineLifting Hole

    HydroturbineLifting Hole

    GeneratorLifting Hole

    HydroturbineLifting Hole

    GeneratorLifting Hole

    HydroturbineLifting Hole

    GeneratorLifting Hole

    GeneratorLifting Hole

    HydroturbineLifting Hole

    GeneratorLifting Hole

    HydroturbineLifting Hole

    50t Hook Limit Line

    200t Hook Limit Line

    50t Hook Limit Line

    200t Hook Limit Line

    VerticalTransportation Road

    StatorRotor

    Main Axis

    Runner

    Intake AirRoom

    Lift

    Mai

    n Tra

    nsformer

    Tra

    nsportat

    ion Rail

    Intake AirRoom

    Main Transformer Transportation Road Main Transformer Transportation Road Main Transformer Transportation Road Main Transformer Transportation Road

    Governer Oil Unit Device

    Governer OilTank

    Governer Oil Unit Device

    Governer OilTank

    Governer Oil Unit Device

    Governer OilTank

    Governer Oil Unit Device

    Governer OilTank

    Governer Oil Unit Device

    Governer OilTank

    Governer Oil Unit Device

    Governer OilTank

    Governer Oil Unit Device

    Governer OilTank

    ERECTION BAY FLOOR EL.321.30m

    4

    EL.321.30m

    /NOTES

    1.mmm

    All elevations are given in meter(m),

    other dimensions are in millimeter(mm).

    PAGE

    ND62-KM0933-0922(E)-5-

    2015.9

    COUNTERPART SIGNTURE DATE D.C No.

    CERTIFICATED

    DRAWN

    DESIGNED

    CHECKED

    EXAMINED

    VERIFIED

    APPROVED

    A153000839

    MOHURD,PRC

    DRAWING No.

    SCALE SEE DRAWING DATE

    PAK BENG PROJECTELECTRICAL & MACHINERY SECTION

    FEASIBILITY STUDY STAGE

    ERECTION BAY FLOOR LAYOUT

    2

  • 8600

    G15G16

    11kVV

    8500 4500

    G13G14

    400V5

    3500

    8500

    3000

    2200

    3250

    G11G12

    400V4

    8500

    3250

    8000

    3250

    8600

    G9G10

    3250

    8000

    3250

    G7G8

    11kVIII

    3250

    8000

    3250

    8600

    G5G6

    3250

    8000

    3250

    G3G4

    400V2

    3250

    8000

    3250

    11kVI

    G1G2

    3250

    4500

    8500

    8500 4500

    400V1

    8500 4500

    3250

    3250

    3250

    3250

    3250

    3250

    11450

    9000

    41000 41000 41000 205000

    410000

    Air Pressure Room

    Midium air compressor

    Medium PressureGas Storage

    Low air compressor

    Low PressureGas Storage

    Leak Drainage Well

    Repair Drainage Well

    7500

    6800

    3000

    3700

    14200

    9000

    5800

    6200

    1500

    8000

    9000

    2800

    5800

    2600

    2000

    6200

    1500 14200

    2800

    5800

    2600

    2000

    6200

    1500 14200

    4500

    3700

    86008600

    2300

    9000

    4100041000

    313.800

    313.800

    313.800

    313.800

    313.800

    313.800313.800

    313.800

    313.800 313.800313.800

    313.800

    313.800

    3700

    2800 6800

    3700

    2900

    3700

    2800

    2900

    3700

    6800

    3700

    2800

    2900

    3700

    3700

    6800 11300

    3700

    2900

    2900

    3700

    3700

    2800

    2900

    3700

    6800

    3700

    2300

    2900

    2900

    3700

    2220

    03300

    15000

    40980 9910 21200 21200 19800 21200 19800 21200 19800 21200 19800 21200 19800 21200

    313.800

    313.800

    9910 40980

    11kVII 400V3 11kVIV

    2000

    2600

    ST6 ST5 ST4

    I

    ST1ST2

    ST3

    II

    8600

    2800

    Local Control Cubicle

    Section of 11kV Distribution Board

    G1&G2 Sub-Distribution Board Section 1 of 400V Common Distribution BoardSection of 11kV Distribution Board

    G3&G4 Sub-Distribution Board

    Section 2 of 400V Common Distribution BoardBattery Room

    Section of Lighting Distribution Board

    G5&G6 Sub-Distribution Board

    Section of 11kV Distribution Board

    G7&G8 Sub-Distribution BoardG9&G10 Sub-Distribution Board

    Section 3 of 400V Common Distribution BoardSection of Lighting Distribution BoardSection 4 of 400V Common Distribution Board

    G11&G12 Sub-Distribution BoardG13&G14 Sub-Distribution Board

    Section 5 of 400V Common Distribution Board Section of 11kV Distribution BoardSection of 11kV Distribution Board

    G15&G16 Sub-Distribution Board

    Battery Room

    Local Control Cubicle

    Local Control Cubicle

    Local Control Cubicle

    Local Control Cubicle

    Local Control Cubicle

    Local Control Cubicle

    Local Co

    ntrol Cubicle

    Local Control Cubicle

    Local Control Cubicle

    Local Control Cubicle

    Local Control Cubicle

    Local Control Cubicle

    Local Control Cubicle

    Local Control Cubicle

    Local Control Cubicle

    GeneratorLifting Hole

    HydroturbineLifting Hole

    Mechanical WorkshopGeneratorLifting Hole

    HydroturbineLifting Hole

    GeneratorLifting Hole

    HydroturbineLifting Hole

    GeneratorLifting Hole

    HydroturbineLifting Hole

    DISTRIBUTION BOARD FLOOR EL.313.80m

    5

    /NOTES

    1.mmm

    All elevations are given in meter(m),

    other dimensions are in millimeter(mm).

    EL.313.80mPAGE

    ND62-KM0933-0922(E)-5-

    2015.9

    COUNTERPART SIGNTURE DATE D.C No.

    CERTIFICATED

    DRAWN

    DESIGNED

    CHECKED

    EXAMINED

    VERIFIED

    APPROVED

    A153000839

    MOHURD,PRC

    DRAWING No.

    SCALE SEE DRAWING DATE

    PAK BENG PROJECTELECTRICAL & MACHINERY SECTION

    FEASIBILITY STUDY STAGE

    DISTRIBUTION BOARD FLOORLAYOUT

    3

  • 1500

    6200

    5800

    9000

    14200

    1500

    6200

    20002600

    5800

    9000

    14200

    6200

    20002600

    5800

    9000

    14200

    Leakage Pit

    Dewatering Pit

    6000

    9500

    2000

    9500

    6000

    19800 21200 19800 21200 19800 21200 19800 21200 19800 21200 19800 21200 19800 21200 9900

    12950

    15150308.800 308.800 308.800 308.800 308.800 308.800 308.800 308.800

    282.800

    282.800

    212009910

    2600

    2000

    Cooling Water Equipment RoomCooling Water Equipment RoomCooling Water Equipment RoomCooling Water Equipment RoomCooling Water Equipment RoomCooling Water Equipment RoomCooling Water Equipment RoomCooling Water Equipment Room

    GeneratorLifting Hole

    HydroturbineLifting Hole

    GeneratorLifting Hole

    HydroturbineLifting Hole

    GeneratorLifting Hole

    HydroturbineLifting Hole

    GeneratorLifting Hole

    HydroturbineLifting Hole

    COOLING WATER EQUIPMENT FLOOR EL.308.80m

    6

    /NOTES

    1.mmm

    All elevations are given in meter(m),

    other dimensions are in millimeter(mm).

    EL.308.80mPAGE

    ND62-KM0933-0922(E)-5-

    2015.9

    COUNTERPART SIGNTURE DATE D.C No.

    CERTIFICATED

    DRAWN

    DESIGNED

    CHECKED

    EXAMINED

    VERIFIED

    APPROVED

    A153000839

    MOHURD,PRC

    DRAWING No.

    SCALE SEE DRAWING DATE

    PAK BENG PROJECTELECTRICAL & MACHINERY SECTION

    FEASIBILITY STUDY STAGE

    COOLING WATER EQUIPMENTFLOOR LAYOUT

    4

  • 13800

    13800

    9900 21200 19800 21200 19800 21200 19800 21200 19800 21200 19800 21200 19800 21200 19800 21200 9900

    13800

    13800

    13800

    13800

    6000

    9500

    2000

    9500

    6000

    282.800

    282.800

    292.750 292.750

    294.500294.500

    290.500290.500 Leakage Pit

    Dewatering Pit

    TAIL WATER FLOW-CHANNEL FLOOR

    7

    /NOTES

    1.mmm

    All elevations are given in meter(m),

    other dimensions are in millimeter(mm).

    PAGE

    ND62-KM0933-0922(E)-5-

    2015.9

    COUNTERPART SIGNTURE DATE D.C No.

    CERTIFICATED

    DRAWN

    DESIGNED

    CHECKED

    EXAMINED

    VERIFIED

    APPROVED

    A153000839

    MOHURD,PRC

    DRAWING No.

    SCALE SEE DRAWING DATE

    PAK BENG PROJECTELECTRICAL & MACHINERY SECTION

    FEASIBILITY STUDY STAGE

    TAIL WATER FLOW-CHANNELFLOOR LAYOUT

    5

  • 4900

    41000 18500 31500 3200041000 4100041000

    SF6

    335.800

    335.800 335.800

    335.800

    335.800

    17469 23531 4900

    6.5mx3m

    41000 41000 41000 40993 41007 41000 19000 13300

    41000 41000 41000 41000 41000 41000

    T9A T9B T9C

    T8A T8B T8C

    T7A T7B T7C T6A T6B T6C T5A T5B T5C T4A T4B T4C T3A T3B T3C

    T2A T2B T2C T1A T1B T1C

    800

    15000

    3000

    31100 18600

    3000

    15000

    800

    13300

    330.800

    330.800330.800330.800330.800

    330.800330.800330.800

    40990 41000

    A B C A B C A B C A B C A B C A B C A B C

    LA LB LC

    WT WT WT

    CVT CVT CVT

    SA SA SA

    LA LB LC

    WT

    CVT

    SA

    WT WT

    CVT CVT

    SA SA2500 8000 8000 8000 8000

    10004000 4000 4000 4000

    4600

    4000

    4000

    400014

    00

    6500

    41000 41000 41000123000

    350.400

    350.400

    341.800335.800

    4500

    5501

    1399

    LIFT

    41010

    2900

    2600

    2600

    2600

    2600

    5x800

    WashroomMeeting RoomCoatRoom

    Commulation Room Anti-static floor 400mm

    800

    335.800

    335.800

    41000

    7250

    17006X80014007X8001700

    Barrery Room

    Relay Protection Board Room

    Central Control Room

    Washroom

    Storage Room

    400mm

    LIFT

    GIS(EL.335.800m)

    (EL.330.800m)

    (EL.350.400m)

    8

    /NOTES

    1.mmm

    All elevations are given in meter(m),

    other dimensions are in millimeter(mm).

    BUSBAR FLOOR LAYOUT(EL.330.800m)

    GIS FLOOR LAYOUT(EL.335.800m)

    ROOF OUTGONG LINE FLOOR LAYOUT(EL.350.400m)

    PAGE

    ND62-KM0933-0922(E)-5-

    2015.9

    COUNTERPART SIGNTURE DATE D.C No.

    CERTIFICATED

    DRAWN

    DESIGNED

    CHECKED

    EXAMINED

    VERIFIED

    APPROVED

    A153000839

    MOHURD,PRC

    DRAWING No.

    SCALE SEE DRAWING DATE

    PAK BENG PROJECTELECTRICAL & MACHINERY SECTION

    FEASIBILITY STUDY STAGE

    BUSBAR FLOOR, GIS FLOOR ANDOUTGOING LINE FLOOR LAYOUT

    6

  • 40990 989020 21200 19800 1980021200 21200 19800 21200 19800 21200 19800 21200 19800 21200 19800 21200 9890 20

    1500 6000 1500

    40990

    321.300ErectionBayElevation

    313.800 EquipmentElevation

    313.800 EquipmentElevation

    308.800CoolingWaterEquipmentElevation

    308.800 CoolingWaterEquipmentElevation

    300.000 InstallElevation

    300.000 InstallElevation

    282.800Water-collectingWellBottomPlate

    282.800 Water-collectingWellBottomPlate

    350.400OutgoingLineElevation

    200t/50t/10t Crane 200t/50t/10t Crane 338.300 CraneRailElevation

    338.300CraneRailElevation

    9890 21200

    9

    /NOTES

    1.mmm

    All elevations are given in meter(m),

    other dimensions are in millimeter(mm).

    POWERHOUSE LONGITUDINAL SECTION LAYOUT

    PAGE

    ND62-KM0933-0922(E)-5-

    2015.9

    COUNTERPART SIGNTURE DATE D.C No.

    CERTIFICATED

    DRAWN

    DESIGNED

    CHECKED

    EXAMINED

    VERIFIED

    APPROVED

    A153000839

    MOHURD,PRC

    DRAWING No.

    SCALE SEE DRAWING DATE

    PAK BENG PROJECTELECTRICAL & MACHINERY SECTION

    FEASIBILITY STUDY STAGE

    POWERHOUSE LONGITUDINALSECTION

    7

  • DRAWINGS LIST OF CONSTRUCTION PLAN AND SCHEDULING

    PAGE DRAWING NAME DRAWING NUMBER

    1 MAP OF TRANSPORTATION OUTSIDE ND62-KM0933-0922(E)-63-01

    2 LAYOUT OF RIVE DIVERSION1/5 ND62-KM0933-0922(E)-61-01

    3 LAYOUT OF RIVE DIVERSION2/5 ND62-KM0933-0922(E)-61-02

    4 LAYOUT OF RIVE DIVERSION3/5 ND62-KM0933-0922(E)-61-03

    5 LAYOUT OF RIVE DIVERSION4/5 ND62-KM0933-0922(E)-61-04

    6 LAYOUT OF RIVE DIVERSION5/5 ND62-KM0933-0922(E)-61-05

    7 GENERAL CONSTRUCTION LAYOUT ND62-KM0933-0922(E)-62-01

    8 GENERAL CONSTRUCTION SCHEDULE ND62-KM0933-0922(E)-62-02

  • 1.COVER2.PROJECT PLANNING0123

    3.ENGINEERING GEOLOGY3DRAWINGS LIST OF ENGINEERING GEOLOGYDRAWINGS LIST OF ENGINEERING GEOLOGY (continue)

    01.20080805-Model02.20080722(5w-1)-Model03.20080722(5w-2)-Model04.20080722(5w-3)-Model05.20080722(5w-4)-Model06.20100331-Model07.20080715-Model08.20080715-Model09.()201003-Model10.xiugaizhong-Model11.20080708-Model12.201004-Model13.-Model14.-Model15.-Model16.(A-A')-Model17.(D-D')-Model18.B-B-Model19.F-F-Model20.(A-A')-Model21.(D-D')-Model

    4.PROJECT LAYPUT AND STRUCTURES0.DRAWINGS LIST OF PROJECT LAYOUT AND STRUCTURESDRAWINGS LIST OF PROJECT LAYOUT AND STRUCTURES(continue)DRAWINGS LIST OF PROJECT LAYOUT AND STRUCTURES(continue)

    1.-12.-23.-34.-45.-56.-67.-78.-89.-910.-1011.45-01112.45-02213.45-03314.45-04415.45-05516.45-06617.45-07718.45-08819.45-09920.45-101021.45-111122.45-121223.-Model24.-Model25.-Model26.-Model27.-Model28.-Model29.-Model30.-Model31.-Model32.-Model33.-Model34.-Model35.1-Model36.2-Model37.1-Model38.2-Model39.47-01 LAYOUT OF EXTERNAL DEFORMATION MONITORING NETWORK-Model40.47-02 LAYOUT OF INSTRUMENTATION FOR DAMPOWERHOUSE AND SHIP LOCK-Model41.47-03 LAYOUT OF INSTRUMENTATION FOR DAMPOWERHOUSE AND SHIP LOCK-Model42.47-04 LAYOUT OF INSTRUMENTATION FOR DAMPOWERHOUSE AND SHIP LOCK-Model43.47-05 LAYOUT OF INSTRUMENTATION FOR DAMPOWERHOUSE AND SHIP LOCK-Model44.47-06 LAYOUT OF INSTRUMENTATION FOR SURFACE DEFORMATION OF DAMPOWERHOUSE AND SHIP LOCK-Model45.47-07 LAYOUT OF INSTRUMENTATION FOR SEEPAGE AROUND THE DAM-Model46.47-08 LAYOUT OF INSTRUMENTATION FOR THE PROJECT SLOPE-Model47.47-09 LAYOUT OF INSTRUMENTATION FOR DAM EARTHQUAKE-Model

    5.ELECTROMECHANICAL EQUIPMENT AND STEEL STRUCTURES0DRAWINGS LIST OF ELECTROMECHANICAL EQUIPMENT AND STEEL STRUCTURES

    1 SINGLE LINE DIAGRAM 2 SINGLE LINE SCHEME CONTRAST 3 POWERHOUSE CROSS SECTION4 ERECTION BAY FLOOR LAYOUT5 DISTRIBUTION BOARD FLOOR LAYOUT6 COOLING WATER EQUIPMENT FLOOR LAYOUT7 TAIL WATER FLOW-CHANNEL FLOOR LAYOUT8 BUSBAR FLOOR, GIS FLOOR AND OUTGOING LINE FLOOR LAYOUT9 POWERHOUSE LONGITUDINAL SECTION

    6.CONSTRUCTION PLAN AND SCHEDULING6CONSTRUCTION PLAN AND SCHEDULING 11.0922(E)-63-01 (20151116)0922(E)-61-01 15(20151116)0922(E)-61-02 25(20151116)0922(E)-61-03 35(20151116)0922(E)-61-04 45(20151116)0922(E)-61-05 55(20151116)0922(E)-62-01 (20151116)0922(E)-62-02 (20151116)