Pursat(KH) - JICA · 1.5 lightweight steel sheet pile (Type III) - - 200 siphon / ( (ground type) 8 12 ( 2-2-32) JICA . 2-87 JICA, Google Earth ...

2-80

Plan A ( inverter-

)

WTP

Plan B ( WTP

)

- Plan B -

-

-

- -

- Plan B - Plan A

-

inverter

-

Plan A

- Plan B Plan A

- Plan B

, ,

- Plan A ,

, ,

- (Recommendable)

JICA

2-2-28

2-81

-

A

- B 2

5

-

C D E

( Google Earth)

2-2-28

1)

inverter

2)

2-82

- Horizontal, end suction volute pump

- inverter

(spare)

-

55

Horizontal, end suction volute pump

3 ( 1 )

4,950 3/ (3.44 3/ )

55

75kW

200 x 100

SS1500 -1

Flywheel GD2=200kgm2

JICA

2.0m3/min, H=50m, 30kW x 3 units, 4.5m3/min, H=50m, 45kW x 1 unit

8 12

2,200 3 (6,600 3 ×

8/24)

13

7.9

12 MIH 2.6

9 13 0.05MPa

8

2-83

300 Ductile cast iron pipe (DIP) ISO (

push-on ) 250

14 (HDPE) PN 10

(steel pipe (SP))

2-

2-29 2-2-30

2-2-34

JICA

2-2-29

14 250 DI

PPWSA PPWSA

HDPE (L=5,5 )

φ250

HDPE 250

HDPE 250

“Water Supply Facility Design Guidelines: Japan Waterworks Association”

“Ductile cast iron pipes (DIP), steel pipes, stainless steel pipes, polyvinyl chloride pipes (PVC), and polyethylene pipes (PE) can be applied

for water distribution pipes. These pipes are manufactured by different materials and manufacturing methods, and are different in specified

dimensions, strength, inner and outer surface coating, etc. Therefore, the optimum one shall be selected in consideration of hygiene,

compatibility, durability and maintenance aspect, etc.”

/

2-84

JICA

2-2-30 /

2-2-34

pipe jacking method

(DPWT)

500

/

(

)

5 5

JICA

2-85

15 16

JICA

2-2-31

2-2-35

15 2014 "The Project for Replacement and Expansion of Water Distribution Systems in Provincial

Capitals" (

WTP, ),

WTP 16

P

P

Existing WTP

Planned WTP

PD

Districted Metered Area (DMA) after Restructuring

Existing Pipeline Planned Pipeline

Stop Valve

PD Pressure DetectorFM Flow Meter

FMPD

PD

FM

DMA 1 DMA 2

2-86

2-2-35

(Design Criteria)

5: H=1.2

φ400 H=1.0 , φ350 H=0.8

/ 0.2

0.1

1.5 lightweight steel sheet pile (Type III)

-

- 200

siphon

/

(

(ground type) 8

12 ( 2-2-32)

JICA

2-87

JICA, Google Earth

2-2-32

2-2-33

2-2-36

JICA

2-2-33

WTP

2-88

2-2-36

ductile cast iron pipes

2-2-2-7 JICA

2-2-37

( WTP )

(RC), , 2

V=1,100 3×2

H=3.80

HWL+17.20m, LWL+13.40

Direct Foundation

1

( WTP )

Horizontal Volute Pump

3.5 3/ H=55 75kW

Inverter

3

(1 )

Ductile cast iron pipe (DCIP)

T, Retainer Gland  

φ400mm L= 0.1 / φ350mm L= 5.8 / φ300mm L= 1.4

7.3

(HDPE)

φ250mm L= 5.4 / φ200mm L= 11.2 / φ150mm L= 10.3

/ φ100mm L= 16.5 / φ 80mm L= 7.7 / φ 50mm L= 23.1

74.2

(SP) ( )

φ 80 1

1

(SP) ( )

φ300mm 3 / φ250mm 4 / φ200mm 8 /

φ150mm 10 / φ100mm 6 / φ 80mm 8 /

φ 50mm 1

40

, ,

, &

( WTP) , ,

&

5 ( 2   φ250mm,

& / 3,

&

1 LS

2-89

2-2-37

- 1

1

Atomic absorption photometer,

, ,

,

, ,

pH, UPS

Jar test,

, pH,

,

, (water

bath), ,

,

absorptiometer, UPS,

, ,

,

,

detector, ,

, ,

,

,

, ,

,

,

,

(Socket fusion)

- ,

- SUMS (

)

JICA

JICA

2-

2-38

2-2-38

2-90

( 2017

)

Jar Test, , ,

, , Absorptiometer,

pH, , , ,

, , , ,

, , Centrifugal Machine,

,

jar test, ,

, , pH/ ,

O&M

absorptiometer

O&M

,

,

,

257

RGC

290 000

4 000 / 5

20 000 (5

)

2-91

20 000 /

1

290 000 ( 73

)

20 000 / ( 5

)

“Identification of Poor Household Programme” 2010 2011

(F) = Σ{ (C)× (E)}

1 1 248 2025

257

991 1 248 2017

7.10

SUMS

SUMS (Synergistic Utilities Management System)

casher Project on Capacity Building

for Urban Water Supply System (Phase 3)

,

1

2-92

2-2-39

2-2-39

/

1

1

Jar Test, , ,

pH, , ,

Water Bath ( COD), ,

1

Absorptiometer (

)

320-1100nm

1

UPS 3kVA 1

, , ,

, , (Petri dish),

,

1

0-100NTU ( ), 0-3mg/L ( )

1

pH , BTB, DPD, 1

, , , 1

(

, , ),

,

1

, , / 1

AC600V

AC600mA-AC 1000mA ( )

1

0.02-200 /

2, 0.3-1,000 /

0.02-100

1

50-300Nm 1

13-600 1

2-93

/

0.8 -1.0 1

(Butt

Fusion Machine)

φ63-280 1

SUMS 3 (

, , , 1

), UPS 1, 1, SUMS ( x 2, x 1)

“

“

“ ” “ ”

“

”, “ ”, “ ”

(3)

1

1

snap taps with saddle DN350 ~OD63

(25 ) 30

(15 , Tangential flow impeller type,

Single-jet, Class C, (Max.270))

(15 )

( )

257

JICA

2-2-3

7.2 2-2-40

2-2-40

1． (G) G1

2． (I) (1) PI-1

(2) PI-2

PI-3

PI-4

PI-5

PI-6

3． (R) PR-1

(1) PR-2

(2) PR-3

2-94

(3) PR-4

4． (T) PT-1

PT-2

(1) PT-3

(2) PT-4

(3) PT-5

(4) PT-6

(5) PT-7

(6) PT-8

(7) PT-9

(8) PT-10

(9) PT-11

(1) PT-12

(2) PT-13

(3) PT-14

PT-15

PT-16

5． (D) PD-1

(1) PD-2

(2) PD-3

(3) PD-4

(4) PD-5

(5) PD-6

(6) PD-7

(7) PD-8

(8) PD-9

(9) PD-10

(10) PD-11

(11) PD-12

(12) PD-13

(13) PD-14

(14) PD-15

(15) PD-16

(16) PD-17

(17) PD-18

(18) PD-19

2-95

(1) TYP-1

(2) TYP-2

(3) TYP-3

(4) TYP-4

(5) TYP-5

TYP-6

TYP-7

TYP-8

ND200 TYP-9

ND80 TYP-10

TYP-11

2-96

2-2-4 /

2-2-4-1

•

- JICA

- (GOJ) JICA,

- ( “the E/N”) GOJ RGC

- ( “the G/A”) JICA

RGC

- G/A

• MIH

MIH

• DIH

DIH

• RGC

JICA RGC

• RGC

JICA

•

(i)

,

, (ii)

,

2-97

15

/

/

2-2-4-2

•

•

(project manager)

(resident

engineer)

•

•

•

2-98

•

•

89,8 (8,3 +81,5 )

[ / ]

• (UXO)

JICA Cambodia

•

•

•

2-2-4-3

( )

2.3

2-2-4-4

RGC (detailed design)

(cost estimation) (tendering)

RGC

•

•

2-99

•

•

•

RGC

•

•

•

•

•

•

RGC

• (shop drawings)

•

•

•

•

•

•

•

•

• ( )

2-100

•

( )

a.

( )

b.

( / )

c. (

)

d.

/

e.

f.

2-2-4-5

2-101

JIS

2-2-41

/

JIS B 8301

JIS B 8302

Ductile

Cast Iron

Pipe

JIS G 5526

JIS G 5527

－

10

( ,

)

JIS G 3112

JIS G 3117

JIS R 5210

2-102

/

－

( )

JIS A 5308

Appendix 9

25

JIS A 1102 JIS A 5005

JIS A 6201-6207

－

(

)

28

21N/mm2

Slump:

10.0±2.5

±1.5%

/

65%

( 55%

)

270 / 3

JIS A 1111, －

2-103

/

1125

JIS A 1102 JIS A 5005

－

1%

Slump

(specification)

JIS A 1101 10.0±2.5

(specification)

JIS A 1128 ±1.5%

－

－

JIS A 1132

7 3

28 3

50 3

,

－

(specification)

JIS A 1108

= 21

N/mm2

50 3

,

(

(specification)

,

24

2-104

/

)

2-2-4-6

a)

b)

c)

d)

backhoe, ,

Silent Pile Driver

e)

f)

•

•

•

•

2-105

(i) (ii) (iii)

(iv) (v) gabion (

)

4

5

2-2-4-7

2-2-42

O -

O -

- O

- O

- O

2-2-4-8 ( )

“

( 2 3)” JICA

2007

2-106

2012 2012

2-2-43

2-2-43

OJT

OJT

SOP OJT

UN-Habitat

2-107

OJT

SOP

SOP

SOP

SOP

SOP

2-4-1 11 4

2-108

1)

2)

3)

4)

5)

6)

7) SOP

Input plan

, OJT, SOP

( 25)

1)

,

, ,

, OJT,

SOP, ,

2)

,

,

3)

, , ,

,

2-2-44 , 2-2-34

2-2-44 (Input Plan)

Input

(1) 1.

19

2-109

Input

2. OJT

-

-

- 1 × 2.63M/M

-

-

-

-

SOP

-

-

-

SOP

- 1 ×0.20M/M

- 1 ×2.60M/M

(2)

1.

2. OJT

-

-

-

-

-

-

-

-

(7)

SOP

1. SOP

-

-

(3)

1.

2. OJT

-

-

-

-

-

11

- 1 ×1.94MM

-

-

-

2-110

Input

(4)

1.

2.

3.

-

-

5

SOP

-

-

-

SOP

- 1 ×0.20M/M

- 1 ×1.90M/M

(7)

SOP

1. SOP

-

-

11

5

(5)

1.

2.

3. OJT

-

-

-

-

-

- SOP

8

19

- 1 ×1.80MM

-

-

- SOP

-

-

-

SOP

- 1 ×1.76M/M

(6)

1.

2.

(7)

SOP

3. SOP

-

-

2-111

2-2-34

2-2-4-9

(G/A)

RGC JICA (E/N) RGC GOJ

/

11 E/N,

,

25

36

Cambodia Japan

2.70 0.00

0.20 0.00

2.67 0.00

2.00 0.00

0.20 0.00

1.97 0.00

1.90 0.00

0.00 0.00

1.87 0.00

Local Staff

Local Engineer

Operation and maintenance of water treatment facilities

Maintenance of distribution facilities

Item

Production Management

28 29 30 31 32 3327People/Month

Report

Japanese Expert

Japanese Expert

Japanese Expert

Local Engineer

Local Engineer

Local Staff

Local Staff

22 23 24 25 26

Progress Report Final Report

1.50MM

1.00MM

0.90MM

1.20MM

1.00MM

1.00MM

0.20MM

0.20MM

1.57MM

1.07MM

0.97MM

1.10MM

0.90MM

0.90MM

/

2-112

,

2-2-35

2-3 (E/N)

JICA

(from time to time)

(E/N)

2-3-1

2-3-1-1

2-3-1 ( )

1 (B/A) 1

G/A

MEF

2 A/P (the Agent Bank) 1 MIH

2-113

3 IEIA (

)

1

G/A

MIH

4

MIH

5

MIH

6

(Embankment)

MIH

7

MIH

8 (

)

MIH

JICA

2-3-1-2

2-3-2 ( )

1 A/P (the Agent Bank)

1

( )

MIH

2

B/A

1) A/P 1

( ) MIH

2) A/P MEF

3 customs clearance

MIH

4 /

MEF

5

/

MEF

6 MIH

2-114

7 MIH

( ) 1

MIH

8 6 MIH

9 MIH

10

MIH

2

11

MIH

12

EMP EMoP MIH

13

JICA

MIH

14 MIH

(WWs)

15

※

MIH

(WWs)

16 2025 MIH

(WWs)

17

2025 MIH

(WWs)

18 (

257)17

2025 MIH

(WWs)

JICA

2-3-1-3

2-3-3 ( )

17 257 2-2-7 (5)

2-115

1

EMP EMoP EMP

EMoP

MIH

2

JICA

-

MIH JICA

MIH

3

/ (periodically)

MIH

4 (

7625)

100 1 906

( . 2 112 )

( 2019 78 , 2020 78 , 2021 79 ,

2022 1 054 , 2023 2 112 , 2024 2112

, 2025 2 112 )

1)

,

2) (257 )

-

3) (7 368 )

-

2025 MIH

(WWs)

JICA

2-3-2

2-3-3

2-116

・ PIU12 MIH, DIH

・

・ ,

・ &

2-3-4

drilling embankment ( ) 22 740 3 18

, 7,030 3

2-3-1

2-3-5

200

MOWRAM

14 2017

2-3-6

22kV

18 ( ) = 18 000 3, = 5 567 3, (L) =

1,2 , (C) = 0,95 =

18 000 3÷0,95 x 1,2≒22 740 3 5 567 3÷0,95 x 1,2≒7 030 3

2-117

800

2-3-7

2-3-7-1

MIH DIH

( MIH ) MIH MPWT ( )

MPWT

MIH DPWT ( MPWT )

2-3-7-2

DIH

( MIH ) DPWT

2-3-8

“ ”

25 15

(

) &

7 625

2 112 2025

580

(

)

ជំពូក 2. ខ្លឹមសារគម្រោង2-2 ការរចនាសំណើជំនួយពីជប៉ុន 2-2-2 ផែនការមូលដ្ឋាន2-2-2-6 ប្រព័ន្ធចែកចាយ2-2-2-7 ប្រភព៖ ផែនការលទ្ធកម្មឧបករណ៍ និងសំភារៈ នៃក្រុមសិក្សា JICA

2-2-3 ប្លង់រចនា2-2-4 ផែនការអនុវត្តគម្រោង / ផែនការលទ្ធកម្ម2-2-4-1 គោលនយោបាយអនុវត្តគម្រោង2-2-4-2 លក្ខខណ្ឌអនុវត្តគម្រោង2-2-4-3 ទំនួលខុសត្រូវការងារ2-2-4-4 ការត្រួតពិនិត្យរបស់ក្រុមហ៊ុនប្រឹក្សាយោបល់2-2-4-5 ផែនការគ្រប់គ្រងគុណភាព2-2-4-6 ផែនការលទ្ធកម្ម2-2-4-7 សេចក្ដីណែនាំដំណើរការដំបូង និងរបៀបដំណើរការ2-2-4-8 ផែនការបណ្ដុះបណ្ដាល (ជំនួយផ្នែកបច្ចេកទេស)2-2-4-9 កម្មវិធីអនុវត្ត

2-3 កាតព្វកិច្ចភាគីម្ចាស់គម្រោង2-3-1 កាតព្វកិច្ចជាក់លាក់នៃរដ្ឋាភិបាលកម្ពុជា ដែលនឹងមិនទទួលបានថវិកាដោយគម្រោងជំនួយ2-3-1-1 មុនការដេញថ្លៃ2-3-1-2 កំឡុងពេលអនុវត្តគម្រោង2-3-1-3 បន្ទាប់ពីគម្រោង

2-3-2 ភាពចាំបាច់ត្រូវស្ដាររោងចក្រប្រព្រឹត្តិកម្មទឹក និងបរិក្ខាដែលមានស្រាប់2-3-3 កាតព្វកិច្ចចាំបាច់ផ្សេងៗទៀតរបស់ប្រទេសម្ចាស់គម្រោង2-3-4 ការទិញដីសម្រាប់រោងចក្រប្រព្រឹត្តកម្មទឹកនិងស្ថានីយបូមទឹកឆៅ និងឈូសឆាយពង្រាបដីទីតាំងនោះ2-3-5 ការអនុញ្ញាតិប្រើប្រាស់ទឹកស្ទឹង2-3-6 បណ្ដាញថាមពលអគ្គិសនីទៅកាន់ស្ថានីយបូមទឹកឆៅថ្មី និងរោងចក្រប្រព្រឹត្តកម្មទឹកថ្មី2-3-7 ការអនុញ្ញាតិប្រើប្រាស់ផ្លូវសម្រាប់ការងារដំឡើងបំពង់ទឹកឆៅ បំពង់បញ្ជូនទឹកស្អាត និងបំពង់ចែចាយទឹកស្អាត2-3-7-1 ការអនុញ្ញាតិប្រើប្រាស់ផ្លូវជាតិ ស្ពាន និងផ្លូវដែក2-3-7-2 ការអនុញ្ញាតិប្រើប្រាស់ផ្លូវធម្មតា

2-3-8 ការភ្ជាប់បណ្ដាញចូលផ្ទះ និងលទ្ធកម្ម និង ការដំឡើងនាឡិកាទឹក