the study on groundwater resources ...appendix 2.5.1. the 1st jtc jtc text, cover/contents/attendant...

Appendix 2.5.1. The 1st JTC JTC Text, Cover/Contents/Attendant List

１

Japan International Cooperation Agency

Ministry of Mines and Industry The Islamic Republic of Afghanistan

THE STUDY

ON GROUNDWATER RESOURCES POTENTIAL

IN KABUL BASIN

IN THE ISLAMIC REPUBLIC OF AFGHANISTAN

1 s t JOINT TECHNICAL COMMITTEE

(JTC)

OCTOBER 2006

SANYU CONSULTANTS INC.

App－120


２

Contents

Location Map of Study Area

Chapter 1 Background and Objectives of the Study.............................................................................

1.1 Background of the Study................................................................................................................

1.2 Objective of the Study ....................................................................................................................

1.3 The Study Area ...............................................................................................................................

Chapter 2 Basic Strategy for the Study ..................................................................................................

2.1 The Scope of the Study ..................................................................................................................

2.2 Working Flow of the Study............................................................................................................

2.3 Working Schedule ..........................................................................................................................

Chapter 3 Organization of Joint Technical Committee ......................................................................

Chapter 4 Existing Water Supply Survey ............................................................................................

4.1 Well Inventory and Traditional Water Supply ..........................................................................

4.2 Existing Facilities of Water Supply .............................................................................................

Chapter 5 Selection of Observation Well .............................................................................................

5.1 Simultaneous Measurement Wells (100 wells) ...........................................................................

5.2 Continuous Observation Wells (10 wells) ...................................................................................

5.3 Conventional Elevation Survey ...................................................................................................

Chapter 6 Predicted Hydrogeological Map .........................................................................................

6.1 The Scope of the Study ..................................................................................................................

6.2 Geological Setting of the Study Area ............................................................................................

6.3 Provisional Hydrogeological Map

Chapter 7 Employed Method of Geo-physical Prospecting .............................................................

Chapter 8 Geo-physical Prospecting Plan ..........................................................................................

8.1 TDEM (Time Domain Electro-magnetic Method) ....................................................................

8.2 Electric Prospecting ...................................................................................................................

Chapter 9 Water Quality Analysis Plan .............................................................................................

Attachments:

Attachment -1

Attachment -2

App－121


３

AFGANISTAN SIDE Ministry of Mines and Industries (MMI)

Dep. Eng Mohammad Ibrahim Adel Minister

Dep. Eng. Mohammad Neam Tookhi President of Department of Geo-Engineering and Hydrogeology

Eng. Assadullah Yousuf Chief Engineer & Deputy President of DGEH

Eng. Saied Saifurahman Planning Director, DGEH

Eng. Gulagha Engineer, DGEH

Eng. Abdul Qader Geo-Engineering Director, DGEH

Eng. Yar Mohamad Engineer. DGEH

Eng. Najibullah Engineer. DGEH

Eng. Abdul Wassy President of Afghanistan Geological Survey(AGS)

Eng. Mohamad Amin Akbari Senior Director, Hydrogeology Dept. AGS

Eng. Fahima Engineer, Hydrogeology Dept. AGS

Eng. Anisa Engineer, Hydrogeology Dept. AGS

Eng. Abdul Qodus Advisor, Department of Mines

Eng. Abdul Razag Deputy President of Department of Mines.

Eng. Zamaray Gubel Deputy President of Department of Planning.

Ministry of Urban Development

Eng. K.N. Jallalzada Advisor

Eng: Najibullah Patan President of Central Authority for Water Supply and Sewerage

(CAWSS)

Ministry of Energy and Water:

Eng. Faridukch President of Department of Drilling Deep Well

Eng. Mohammad Azin Engineer, Department of Drilling Deep Well

National Environmental Protection Agency.

Eng. Noor. M President of Department of Environmental Impact Assessment

Deutsche Gesellschaft fur Technische Zusammenarbeit (GTZ) RODECO

Dr. A. Khabir Local Water Expert

App－122


４

JAPANESE SIDE

JICA Study Team.

Mr. Takao KUME Team Leader of Study Team

Mr. Ryoichi KAWASAKI Sub Leader of Study Team

Mr. Takayuki Oishi Water Quality Analyst

Mr. Shinsuke HARA Coordinator

Mr. Ghulam Interpreter

JICA Afghanistan Office

Mr. Tomoyuki YASUDA Assistant Resident Representative

Mr. Abdul Qudus National Staff

App－123

1

THE STUDY ONTHE STUDY ONGROUNDWATER RESOURCES POTENTIAL GROUNDWATER RESOURCES POTENTIAL

ININKABUL BASIN KABUL BASIN

ININTHE ISLAMIC REPUBLIC OF THE ISLAMIC REPUBLIC OF

AFGHANISTANAFGHANISTAN

October 2006October 2006SANYU CONSULTANTS INC.SANYU CONSULTANTS INC.

JOINT TECHNICAL COMMITTEE(The 1st JTC)

1-1. The Study Area

1-2. Objective of the Study1. To investigate and evaluate the groundwater

resources available to develop for potable water in the Study Area

2. To collect, review, and rearrange the basic data/information for groundwater development, and g pto identify the problems and to provide recommendations

3. To transfer techniques and methodologies of the Study on groundwater resources to the C/P of MMI (Ministry of Mines and Industry)

2-1. The Scope of the Study (1)1. Based on the result of interpretation of satellite

images and aerial photographs, a predictive hydrogeological map shall be provided.

2. Based on the predictive hydrogeological map, geo physical prospecting work shall be done togeo-physical prospecting work shall be done to grasp the deep geological structure.

3. On the basis of the results of geo-physical prospecting, test wells are drilled and lithological analysis, pump test, and water quality analysis are to be conducted.

2-2. The Scope of the Study (2)

4. In order to elucidate the rivers runoff coming in and out the Kabul Basin, water levels of rivers are measured. Then, groundwater levels are measured.

f i i5. The results of these surveys are summarized into a geological map, geological cross-section, isobath map of the basement, and etc. Further, a groundwater resources potential map shall be built up through a comprehensive analysis on them.

2-3. The Working Flow of the Study

[3] Field Reconnaissance Survey on Topography, Geology, Outcrops etc.

[1] Collection and analysis of Data/Information and Identifying Inventory survey of Existing Boreholes / Wells

[4] Provision of Predicted Hydrogeological Maps

[2] Interpretation of Satellite Imageries and Aerial Photographs

The F

irst

Year

[6] Survey on Hydrologic Elements / Water Measurement

[5] Geo-physical Prospecting

[7] Survey on Recharge Storage in Deep Aquifers (Test Wells Drilling)

[８] Provision of Evaluation Maps of Deep Groundwater

[９] Formulation of Basic Development Plan of Groundwater in Deep Aquifers

The T

hird Y

ear

The S

econd

And T

hird

Year

App－124

2

3-1. Schedule of Joint Technical Committee (JTC)

Year

Month J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D

2006 20082007

Time ofCommittee

Serial Order (1) (2) (3) (4) (5) (6) (7)

3-2. Members of JTCThe Chairperson: Minister of Ministry of Mines and Industry(MMI)

・Dept. of Geo-Engineering and Hydrogeology (DGEH)

・Afghanistan Geological Survey (AGS)

・Ministry of Urban Development (MUD)

・Central Authority for Water Supply and Sewerage (CAWSS)

・Ministry of Energy and Water (MEW)・Ministry of Energy and Water (MEW)

・National Department of Environment

・Kabul Municipality

・Other relevant Agencies

・JICA Afghanistan Office

・The Study Team

4．Existing Water Supply Survey

1. 4-1．Well Inventory, Traditional Water Sources Inventory．

2. 4-2．Existing Facilities Survey．

Scene of Well Inventory Survey

Type of Well and Pump

Dug well & Bucket Tube well & MotorpumpDug well & Bucket

Dug well & Handpump

Tube well & Motorpump

Tube well & Wellpump

Water Supply Facilities

Pump Station

Reservoir Carrying Water

Public Fountain

App－125

3

Summary of Well Inventory SurveyPrivate / School / Mosque / Hospital / Public office CAWSS / MUD Total

Dug well with

Pulley & Bucket

Dug well with

Hand pump

Tube well with

Hand pump

Tube well with

Submersible pump

All wells

12 13 0 * 69 54 148

0.5 - 2 2 - 6 0.6 – 6.5 5 - 100 1,100 -

Additionally checked wells 39

Total 187

Location of All Wells Checked Out (187 wells)

5. Selection of Observation Wells

5-1. Simultaneous Measurement Wells.(100 wells)

5-2. Continuous Observation Wells.(10 wells)

5-3. Conventional Elevation Survey.(110 well + α)

Criteria on Selecting Observation Wells

1.Tube wells ever used but not now.

2.Tube wells not equipped any pump.

3.Tube wells pumped but short operation.

4 Dug wells with no pump properly covered4.Dug wells with no pump, properly covered.

5.Dug wells with pump but measuring space.

6.Wells owned by official agencies.

7.Wells owned by public organizations.

8.Private wells owner readily allow.

Location of All Observation Wells Criteria on Selecting Recorder Equipped Wells

1. Wells owned by official agencies.2. Tube wells ever used but not now.3 Wells owned public organizations3. Wells owned public organizations.4. Private wells easy to be measured, and

owner readily allow to use.

App－126

4

Automatic W.L. Recorder Installation Wells Total Leveling Survey Plan

6. Predicted Hydrogeological Map

6-1. The Scope of the Study.

6-2. Geological Setting of the Study Area.

6-3. Provisional Hydrogeological Map.

Scope of the Study on Hydrogeological Map

・Existing Data/Information・Related References/Papers・Previous Study Reports・Topo-maps・Geological Map, Hydrogeological Map・Satellite Images, Airial Photos

・“Quaternary Deposit Map”　USSR

S lli i i i

Selection of Base Geological Map

Data Collection

R S i

Reviewing Collected Data/references

Scope of the Study on Hydorogeological Map

・Satellite image interpretation・Airial photo reading

・Checking topography/morphology・Observation of outcrops

・Isobathic contour of NeogeneReconsidering the Cross-section

Rearranging the Base Geological Map

Field Reconnaissance Survey

Provisional Hydrogeological Map

Remote Sensing

Major References Reviewed

1. Groundwater Investigation Report(so-called “PASSPORT”), USSR, 1985

2. Hydrogeology of the Kabul Basin(M S i ’ R t) JICA 2005(Mr. Sugino’s Report), JICA, 2005

3. Inventory of Groundwater Resources inthe Kabul Basin, USGS, 2005

4. Hydrogeology of the Kabul BasinPart I & II, BGR, 2005

Simplified Geological Setting of the Study Area

lQIV

aQIII

dQIII

aQII

Lake and/or back march deposit, clay, siltand fin sand; Current river bed deposits.

Alluvial deposit, forms flat plain, gravel, sand,sand with silt, silt

Younger fan and colluvial deposit, gravel,breccia, sand, silt

Alluvial deposit, forms middle terrace, gravel,sand

Quaternary

Holocene-LatePleistocene

Middl

Simplified Geological Setting of the Study Area

dQII

N2

N1

P-T Limestone, dolomite, sandstone, shale

Precambrian PR

sand

Permian-Triassic

[Basement]

Older fan deposit, gravel, breccia, sand, silt

NeogeneTertiary Conglomerate, breccia, sandstone, siltstone,

marl, course material weekly cemented

Sandstone, siltstone, marl, fine materialsweekly cemented

Archian-Proterozoic, Gneiss, amphibolite,quartzite, schist, marble

MiddlePleistocene

App－127

5

Geological Map of North Kabul Geological Map of Lpgar

Location Map of USSR Borings Cross Section 1 & Legend

Cross Section 2 Geological Profile

App－128

6

Isobathic Contour of Neogene

7．Employed Geo-physical Prospecting

TDEM － TEM 47 for 200m depth

TEM 57 for 400m depth

TEM 67TEM 67 for 600m depth

Geo-electric Sounding－ ABEM

TEM SeriesTEM 47 Transmitter TEM 57 Transmitter

Generator for TEM 67 Set PROTEM Receiver

Designated Work Volume of Geo-physical Prospecting

Sub-basin Sites TimesNorth Kabul 40 40Pole Charkhy 60 210

・TDEM

yDarlaman 50 70Logar 50 100Total 200 330

・G.E Sounding5 Sub-basin x 4 points = 20 Points

8．Geo-physical Prospecting Plan

･8-1．Plan of Approach

･8-2．TDEM

･8-3. Geo-electric Sounding

Hydrogeological Sub- basins

App－129

7

Satellite Image (Kabul Basin North) from “Google Earth” Satellite Image Enlarged 1 (Target 1 site)

SATELLITE Image Enlarged 2 （100m square）TDEM Prospecting Site (North Kabul & Pole Charkhy)

TDEM Prospecting Site (Darlaman Sub-basin) TDEM Prospecting Site (Logar Sub-basin)

App－130

8

Land-mine Hazard Map Mine Hazard and TDEM Sites（North Kabul & Pole Charkhy)

9-1. Water Quality Analysis1. No. of surveyed Wells -------50 wells2. Timing of Survey ------------October 2006,

February/June/December 2007,May/ December 2008

3. Employed Water Quality Analyzer-----DR/2400 Hack companyDR/2400, Hack company

4. Original Site Analysis (3 items)-------Water temperature, pH and Electric conductivity

5. Water Quality Analysis in laboratory (20 items)---- hardness, turbidity, alkalinity, Na, K, Mg, Ca, Fe, Mn, HCO3-, Cl-, SO42-, NH4+, NO2-, NO3-, F-, CO2, coli forms, fecal coli forms and arsenic

App－131

Appendix 2.5.2. The 3rd JTC JTC Text, Cover/Contents/Attendant List

１


Ministry of Mines and Industry The Islamic Republic of Afghanistan

THE STUDY


IN KABUL BASIN


3rd JOINT TECHNICAL COMMITTEE

(JTC)

MARCH 2007


App－132


２

Contents


Preface ........................................................................................................................................................

1. Background and Objectives of the Study

2. Basic Strategy for the Study

3. Organization of Joint Technical Committee

Chapter 1 Water Quality Analysis ........................................................................................................

1.1 Implementation Methods for Water Quality Analysis ................................................................

1.2 Result of the Water Quality Analysis (1st) .................................................................................

Chapter 2 Hydrogeological Survey.......................................................................................................

2.1 Continuous Water Level Measurement........................................................................................

2.2 Simultaneous Water Level Survey................................................................................................

Chapter 3 Geo-physical Prospecting ....................................................................................................

3.1 TDEM .............................................................................................................................................

3.2 Other Geo-physical Prospecting ...................................................................................................

Chapter 4 Following Survey Schedule

4.1 Geo-physical Prospecting ..............................................................................................................

4.2 Hydrogeological Survey.................................................................................................................

4.3 Test Well Drilling............................................................................................................................

Attachments : Attachment 1-1. Location Map of Analyzed Wells Attachment 1-2. Result of Water Quality Analysis (Piper Diagram) Attachment 2-1. Location Map of Observation Wells Attachment 2-2. Location Map of AWLR Equipped Wells Attachment 2-3. Structures of AWLR equipped wells Attachment 2-4. Results of Simultaneous Water Check Attachment 2-5. Results of Continuous Water Level Measurement Attachment 3.1. Location Map of TDEM Sites Attachment 3-2. Location Map of Geo-electric Sounding Points Attachment 3-3. Sample of TDEM Analysis Attachment 3-4. Time-Domain Electromagnetic Exploration (Technical Note)

App－133


３

The 3rd JTC Attendace List

Afghanistan side

Ministry of Mines (MOM)

Dep. Eng. Mohammad Ibrahim Adel Minister

Dep. Eng. M. Akram Gehiasi Deputy Minister

Dep. Eng. Mohammad Neam Tookhi

President of Department of

Geo-Engineering and Hydrogeology

(DGEH)

Dep. Eng. Najibu Masomi Department of Enviroment

Eng. Assadulah Assistant Policy, Planning Dept.

Eng. A. Aziz Arib Head of Mine Department

Eng. Mohamad Amin Akbari Senior Director, Hydrogeology Dept.,

Aghanistan Geological Survey (AGS)

Eng. A. Sami Gh Head of Mine Department

Eng. Ghulam Rabini Assistant Investigator, Dept. of

Investigation

Department of Geo-Engineering and Hydrogeology (DGEH)

Eng. Assadullah Yousuf Chief Engineer & Deputy President of

DGEH

Eng. Said Saifurahman Planning Director, DGEH

Eng. Gul Agha Hydrogeology Director, DGEH

Eng. Abdul Qader Geo-Engineering Director,DGEH

Eng. Najibullah Hydrogeologist, DGEH

Eng. Amil Khan Geo-Engineer Section, DGEH

Eng. Mohammad Easa Geo-Engineer Section, DGEH

Ministry of Energy and Water (MEW)

Eng. Sultan Mohamad Head of Hydrology and Metrology

Natioal Environmental Protection Agency (NEPA)

Eng. M. Sadeq Department of Environmental Impact

Assessment

App－134


４

University of Kabul

Prof. Egroy Head of Geology Department

Kabul Polytechnic University

Prof. Dr. M. Ebrahim Najaf

Japan side


Mr. Haruyuki Shimada Assistant Resident Representative

JICA Study Team

Mr. Takao Kume Team Leader of Study Team

Mr. Ryoichi Kawasaki Sub Leader of Study Team

Mr. Satoshi Kawasaki Hydrogeologist

Mr. Shigeru Sugiyama Water Quality Analysist

Mr. Shinsuke Hara Coordinator

Mr. Ghulam Dayosh Interpreter

App－135

1





August 2007August 2007SANYU CONSULTANTS INC.SANYU CONSULTANTS INC.

JOINT TECHNICAL COMMITTEE(The 3rd JTC)

The 3rd JTCAugust, 2007

Chapter 1. Geophysical ProspectingChapter 2．Test Well DrillingChapter 3．River Flow MeasurementChapter 4. Water Quality Analysis

Chapter 1.Chapter 1. Geophysical ProspectingGeophysical Prospecting

１．１．１．１．Outline of Geophysical WorkOutline of Geophysical Work

１．２．１．２．AnalysisAnalysis

１．３．１．３．Supposed Isobathic Map of Supposed Isobathic Map of BedrockBedrock

Geophysical Prospecting Sites

Location Map of All TDEM points

K1 K2K3

K4K5 K6

K8K9 K10K11

K12K13K14 K15 K16

K17K18 K19

K20

K21 K22 K23 K24 K25

K26K27 K28 K31

K32

K33K34 K35

K36

K37

K38

K39 K40K41

P1

P2P3

P4P7 P8

P9P10

P11

P12

P13 P14P15 P16 P17

P18P19

P20 P21 P22P23

P32

P33

P34

P35

P36

P37P38

P39P40

P46P47

P48

P49

P50

0 0

25

30

P24P25 P26

P27P28

P29

P30

P31

P41P42

P43

P44

P45

D1

D2

D3

D4

D5

D6

D7

D8

D9

D10

D11D12

D13

D14 D15

D16

D17

D18

D19

D20D21

D22

D23

D24

D25

D26D27

D28

D29

D30

D31

D32D33

D34

D35

D36

D37

D38

D39D40

D41

D42

D43

D44

D45D46

D47

D48D49D50

D51

D52

D53

D54

D55

D56D57

D58

D59

D60

L3

L4

L5

L6

L7

L8L9

L10

L11

L12

L13

L14

L15

L16

L17

L18

L19

L20

L21

L22

L23

L24

L25

L26

L27

L28

L29

L30

L31

L32

L33

L34

L35

L36

L37

L38

L39

L40

L41

L42

L43 L44

L45

L46

L47L48 L49

L50

L51

L52

L53

L54

L55

L56

L57

L58

L59L60

0 0

5 10 15 20 25 3010

15

20

0 .1 1 1 0 1 00

1

10

1 00D -1

Appa

rent R

esisti

vity

(Ohm

-m)

T ime (m )

10 100 1000

10

100

1000

Depth

(m)

R esistivi ty (O hm -m )

U . T O N E

0 .1 1 1 0 1 00

1

10

100D -3

Appa

rent R

esisti

vity

(Ohm

-m)

T im e ( m)

10 100 1000

10

100

1000

Depth

(m)


U . T O N E

0.1 1 1 0 1 00

1

10

100D -2

Appa

rent R

esisti

vity

(Ohm

-m)

T im e (m )

10 100 1000

10

100

1000

Depth

(m)


U . T O N E

0 .1 1 1 0 1 00

1

10

100D -4

Appa

rent R

esisti

vity

(Ohm

-m)

T im e ( m)

10 100 1000

4

10

10

100

1000

Depth

(m)


U . T O N E

App－136

2

0.0 1 0 .1 1 10 1 0 0

1

10

100

1 000L -3

Appa

rent R

esisti

vity

(Ohm

-m)

T ime ( m)

10 10 0 1000

4

105

10

10

100

1 000

Depth

(m)

R esistiv ity (O hm -m )

U . T O N E

0 .0 1 0.1 1 1 0

1

10

100

1000L -5

Appa

rent R

esisti

vity

(Ohm

-m)

T ime ( m )

10 100 1000

4

105

10

10

100

1000

Depth

(m)


U . T O N E

0.0 1 0 .1 1 10 1 0 0

1

10

100

1 000L -4

Appa

rent R

esisti

vity

(Ohm

-m)

T ime ( m)

10 100 1000

4

10

10

100

1000

Depth

(m)


U . T O N E

0 .0 1 0 .1 1 1 0 1 00

1

10

100

1000L -6

Appa

rent R

esisti

vity

(Ohm

-m)

T ime ( m )

10 100 1000

1

10

1 00

10 00De

pth (m

)


U . T O N E

Resistivity (Ω-m) Resistivity (Ω-m)1 2 3 5 7 10 20 50 100 300 1 2 3 5 7 10 20 50 100 300

5 5 Surface

11000

11000

2 2

Surface

10 10

) 20 ) 20

Type A Type B

Resistivity (Ω-m)1 2 3 5 7 10 20 50 100 300

5

11000

2

Surface

10

20

Type C

TDEM Pattern Analysis

50 50

　Middle

500 500

Depth

(m

)

Dept

h (m

)

100 100

Middle200 200

BaseBase

1000 1000

50

　　Middle

500

Dept

h (m

) 20

100

200

Base

1000

Reading from Geoelectric Section

Appendix 1-5 INFORMATION ON BEDROCK BY TDEM/PASSPORTPoints X Y Depth (m) ρ (Ω-m) Marks Accuracy

1. TDEMK1 15 033 25 433 -205 1700 18 ○K1 15.033 25.433 205 1700 18 ○K2 15.848 25.404 -205 1600 18 ○K3 16.383 25.589 -260 600 18 ◎K4 16.639 24.666 -210 720 18 △K5 15.901 24.449 0 ×K6 17.226 24.451 0 ×K8 15.8 23.833 0 ×K9 18.832 24.054 -750 750 18 ○K10 20.132 23.903 <600 18 ▲K11 14.933 24.016 <600 18 ▲K12 15.749 23.543 -600 220 18 △K13 17.024 23.188 -620 1800 18 ◎K14 17.407 23.22 -740 2000 18 ◎

25

30

Figure-3. By TDEM, Step-1

5 10 15 20 25 3010

15

20

20

25

30

20

25

30

20

25

30

20

25

30

Figure-4. By TDEM (Step-1) & PASSPORT

5 10 15 20 25 3010

15

20

5 10 15 20 25 3010

15

20

5 10 15 20 25 3010

15

20

5 10 15 20 25 3010

15

20

Chapter 2.Test Well Drilling

• ２．１．The First Well Drilling

• ２．２．The Deeｐ Aquifer Investigation Plan

App－137

3

The First Test Well Drilling Point

Air-port City

Main GateGuard house

Model House

Sub-gat 69m

Air-port Road

Pump house

Test Well-1 20m

Main Building of MEW, Dept. of Renewable Energy

Another Buid.

]

Layout of the 1st Test Well Drilling Site

Well Log of TW-1

Z

Geological Depth0 Color Age 0

12.5 Sand & Gravel Brown Q φ24" 20" Surface casing

34.5 Sand & Gravel with clay Pale brown Q

50 53 Clay N2 50

φ17-1/3" 13-3/8" 　　 Pump Housing

100 Clay Grey N2 100

Cementing

150 (150m) (150m) 150158

200 200

Drill-cut fill

250 Greenish 250Clay with Gravel Grey N2 　Soft to very soft clay。

　Partly quite sticky.

300 300 φ12-1/4"

Grey N2

125

1,803.00

Geology

N264 Sand and silt

Clay with Sand

Structure Structure RemarksDepth Drilling Well

Static Water Level GL.-10.5m Original File No.

6-5/8"

350 350 Lower thn 345m,

gravel ratio increases

388 Clay seal

400 400

　　　Matrix is brown but

gravels are miscellaneous

Clay with gravel and Brown N1 colors.

450 Gravel with clay, Alt. 450

Ballasts fill

488

500 500 Neogene

Lower

Gravel and sand. Aquifer

partly hard clay Brown & N1

550 (grey) (Basal conglo.) 550 Include hard & large

572.3 gravel, cobble.

572.9 Bolder (Diorite) Dark green

Filter gravel

600 600 Gravel and sand. Brown & Include hard & large

partly hard clay (grey) gravel, cobble.

Ballasts fill

640m

N1

20

25

30

20

25

30

20

25

30

862

104

139

140

141

144

145146

147

148

149

150

151

152

155

166

177

180

323

324341

20

25

30

Figure-2. By PASSPORT only

5 10 15 20 25 3010

15

20

5 10 15 20 25 3010

15

20

5 10 15 20 25 3010

15

20

52

54

126

152

159

207

5 10 15 20 25 3010

15

20

App－138

4

25

30

25

30

25

30

25

30

Figure-5. By TDEM-all & PASSPORT

5 10 15 20 25 3010

15

20

5 10 15 20 25 3010

15

20

5 10 15 20 25 3010

15

20

5 10 15 20 25 3010

15

20

Existing Drilling Plan

Table-1, Test Well Drilling Plan

Categories of Test Well The 2nd Year The 3rd Year Total

600m Wells 3 wells 3wells 6 wells

400m Wells 2 wells 2 wells 4 wells

200m Wells (Sub-contract) 2 wells 2 wells 4 wells

Total 7 wells 7 wells 14 wells

Basic Strategy on Drilling PlanBasic Strategy on Drilling Plan

PlanPlan--I:I:--Drill every wells as the existing Drill every wells as the existing

plan.plan.

PlanPlan--II:II:--Drill wells as the existing plan in Drill wells as the existing plan in this year.this year.--Drill till they reach to Bedrock in the Drill till they reach to Bedrock in the next year (but max. 1,000m). next year (but max. 1,000m).

20

25

30

20

25

30

20

25

30

Figure-6. TEST WELL DRILLING PLAN

TW-1TW-2 TW-3

20

25

30

TW-7

TW-8

20

25

30

CW-1CW-2

CW-3

20

25

30

5 10 15 20 25 3010

15

20

5 10 15 20 25 3010

15

20

5 10 15 20 25 3010

15

20

TW-4

TW-5

TW-6

5 10 15 20 25 3010

15

20

TW-9

TW-10

5 10 15 20 25 3010

15

20

CW-4

5 10 15 20 25 3010

15

20

TW-1TW-2 TW-3

25

30

TW-7

CW-1CW-2

CW 3

Proposed Test Well Drilling Sites

TW-4

TW-5

TW-6

5 10 15 20 25 3010

15

20

TW-8

TW-9

TW-10

CW-3

CW-4

Chapter 3. River Flow Chapter 3. River Flow MeasurementMeasurement

3.1 Outline of the Work3.1 Outline of the Work

3.3.２２ Gauging Station and MeasurementGauging Station and Measurement

3.3.３３ Existing DataExisting Data

App－139

5

Objectives of the Study① To evaluate recharge storage of groundwater

resources available for potable water in the Study Area,

② To arrange basic data / information for formulating the plan of developing groundwater plan of water utilization / supplygroundwater, plan of water utilization / supply in the Study Area, to extract tasks and to provide recommendations, and

③ To transfer techniques and methodologies of the Study on water resources to the C/P of MMI (Ministry of Mines and Industry), the implementing agency of Afghanistan, during the Study.

Discharge Rainfall E.Transpiration

Runin Surface Water System Runoff

Recharge

Unconfined Groundwater = Quaternary aquifer Unconfined Groundwater = Quaternary aquifer

Leakance 1

GroundwaterSystem Confined Groundwater 1 = Neogene Upper aquifer

Leakance 2

Confined Groundwater 2 = Neogene Lower aquifer

The Pagman （inflow point）

The Lower Kabul (outflow point)

The Upper Kabul (inflow point)

The Logar (inflow point)

Figure 3.1.3. Concept of Rover Flow Measurement

In/Out Code River Location Altitude Flow Structure Station Gauge

Mountain Qmodel Paghman Paghman Bazar 2370 River Step - study team

Inflow QinP1 Qargha Below Qargha reservoir 1973 Canal Flume - MPW

Inflow QinP2 Paghman Shemerzai 2015 River Bridge - study team

Inflow QinP3 Cham cha mast Pala chen 1963 River Bridge - study team

Surface Water Observation Points

Inflow QinK1 Kabul Tangi Saidan 1865 River River - MPW

Inflow QinK2 (Kabul) West canal 1870 Canal Earth - -

Inflow QinL1 (Logar) East 1 canal 1822 Canal Flume not used -


Inflow QinL3 Logar Sangi Naweshta 1815 River River MPW MPW

Outflow QoutK1 Kabul Tangi Gharu 1781 River River MPW MPW

Outflow QoutC1 canal Tara Kheil Mohamad Ghar 1801 Canal Box - -

Outflow QoutC2 canal Tara Kheil Agha Mohamad 1785 Canal Diversion - -

MPW: Ministry of Power & Water

App－140

6

Low Flow Measurement High Flow Measurement

River Flow Survey (May-July, 2006)

Low Flow Measurement

Cross Section Survey

High Flow Measurement

Water Level Gauge

Chapter 4. Water Quality Analysis Chapter 4. Water Quality Analysis

4.1 Outlines4.1 Outlines4.2 Shallow Aquifer Water quality4.2 Shallow Aquifer Water quality

4 2 1 Methodology4 2 1 Methodology4.2.1 Methodology4.2.1 Methodology4.2.2 Results of the Previous Analysis4.2.2 Results of the Previous Analysis

4.3 Deep Aquifer Water Quality4.3 Deep Aquifer Water Quality4.3.1 Existing Data4.3.1 Existing Data4.3.2 Tritium Analysis4.3.2 Tritium Analysis

Target of Water Quality Analysis

A. Main target of Water Quality Analysis:Groundwater in Lower Neogene Aquifer(Deep Aquifer)

B. Subordinate target :Groundwater in Quaternary Aquifer(Shallow Aquifer)

Items of Water Quality Analysis

Name Formula Name Formula1 Tempurature - pH meter 13 Manganese Mn2+ DR/2400 2 pH - pH meter 14 Chloride Cl- DR/24003 Electrical Conductivity - EC Meter 15 Sulfate SO4

2- DR/2400 4 T bidi T bidi M 16 A i NH DR/2400

No. Instruments Place to beanalysed

Onsiteanalysis

Items No. Items Instruments Place to beanalysed

4 Turbidity - Turbidity Meter 16 Ammnoia NH3 DR/24005 Hardness (Ca2++Mg2+) - DR/2400 17 Nitrite NO2

- DR/24006 Calcium Ca2+ DR/2400 18 Nitrate NO3

- DR/2400 7 Magnesium Mg2+ DR/2400 19 Fluoride F- DR/24008 Alkalinity - Titration Test Kit 20 Carbon dioxide CO2 Titration Test Kit9 Bicabonate HCO3

- Titration Test Kit 21 Arsenic As Field Kit10 Natrium Na+ Ion meter 22 Coiforms and E-coli -11 Potassium K+ DR/2400 23 Standard bacteria -12 Total Iron (Fe2++Fe3+) T-Fe DR/2400

Laboratoryanalysis

Detective Paper,Plate

Laboratoryanalysis

Results of Previous Analysis

In Piper Diagram

Distribution of Total Hardness

App－141

7

Distribution of Chloride Water Quality of Deep Aquifer(by PASSPORT)

Piper Diagram of

Deep Aquifer

(PASSPORT)

That’s all.That’s all!

Thank you very much.


App－142

Appendix 2.5.3. The 4th JTC JTC Text, Cover/Contents/Attendant List

１


Ministry of Mines The Islamic Republic of Afghanistan

THE STUDY


IN KABUL BASIN


4 th JOINT TECHNICAL COMMITTEE

(JTC)

AUGUST 2007


App－143


２

Contents


Chapter 1 Geo-physical Prospecting ................................................................................................ 1

1.1 Outline of Geo-physical Work.....................................................................................................1

1.2 Analysis .........................................................................................................................................1

1.3 Supposed Iso-depths Contour of Bedrock..................................................................................4

Chapter 2 Test Well Drilling ..............................................................................................................6

2.1 The First Test Well Drilling .........................................................................................................6

2.2 The Deep Aquifer Investigation Plan .........................................................................................7

Chapter 3 River Flow Measurements ...............................................................................................13

3.1 Outline of the Work ...................................................................................................................13

3.2 Gauging Station and Measurement ..........................................................................................14

3.3 Existing Data...............................................................................................................................15

Chapter 4 Water Quality Analysis

4.1 Outlines .......................................................................................................................................17

4.2 Shallow Aquifer Water Quality .................................................................................................17

4.2.1. Methodology

4.2.2. Results of the Previous Analysis

4.3 Deep Aquifer Water Quality......................................................................................................18

4.3.1 Existing Data

4.3.2 Tritium Analysis

Attachments : .........................................................................................................................................21

ANNEX-A Study Setting

APPENDIXES

Appendix 1-1. Target Sites of Geophysical Prospecting

Appendix 1-2. DISCUSSIONONTDEM

Appendix 1-3. Location Map of All TDEM & Boring

Appendix 1-4. Results of TDEM (Geoelectric Sections)

App－144


３

Appendix 1-5. Information on Bedrock by TDEM/PASSPORT

Appendix 2-1. Location Map of TW-1

Appendix 2-2. Layout of The First Test Well Drilling Site

Appendix 2-3. Progress of Drilling (TW-1)

Appendix 2-4. Geological Log of TW-1

Appendix 2-5. Location Map of Proposed Test Well Sites

Appendix 3-3. Existing Data on Surface Water Observation

Appendix 4.2. (1) Spatial distribution of EC

Appendix 4.2. (2) Spatial distribution of Total Hardness

Appendix 4.2. (3) Spatial distribution of Chloride

Appendix 4.2. (4) Spatial distribution of Ammonia

Appendix 4.2. (5) Spatial distribution of Nitrite

Appendix 4.2. (6) Spatial distribution of Nitrate

Appendix 4.2. (7) Spatial distribution of Fluoride

Appendix 4.2. (8) Spatial distribution of Arsenic

Appendix 4.2. (9) Spatial distribution of General Bacteria

Appendix 4.2. (10) Spatial distribution of Coliforms

Appendix 4.2. (11) Spatial distribution of E. Coliforms

App－145


４

The 4th JTC Attendace List

Afghanistan side



Dep. Eng. M. Akram Ghiasi Deputy Minister

Dep. Eng. Mohammad Naim Tookhi President of Department of Geo-Engineering

and Hydrogeology (DGEH)

Dep. Eng. Najibu Masomi Head of Department of Enviroment

Dep. Eng. Mir Ahmad Oryakhill Head of Department of Coal

Eng. M. Ali Behsodi Head of Inspection Departmrnt

Eng. A. Sami Ghafary Head of Exploration Department

Eng. M. Taher Rezai Chief of Engineering Hydrogeology Dept.,



Eng. Assadullah Yousuf Chief Engineer & Deputy President of DGEH



Eng. Abdul Ghani Counter Section, DGEH


Eng. Sultan Mohamad Director General of Hydrology and Water

Management


Eng. Ahmad Shah Karim Olomi Deputy Director General

Eng. Noor Mohammad President of Department of Environmental

Impact Assessment

Ministry of Rural Rehabilitation and Development (MRRD)

Eng. Mohammad Naeem Project Manager

App－146


５

Central Authority for Water Supply and Sewerage(CAWSS)

Eng. Najib Patan President

Japan side

JICA Headquarter

Mr. Masami Moko Senior Program Officer


Mr. Yojiro Miyashita Program Formulation Advisor

Eng. Abdul Azim Atarud Program Officer

JICA Jordan Office

Mr. Hisao Ushiki JICA Expert

JICA Study Team






App－147

1





August 2007August 2007SANYU CONSULTANTS INC.SANYU CONSULTANTS INC.

JOINT TECHNICAL COMMITTEE(The 4th JTC)

The ４ｔｈ JTCAugust, 2007

Chapter 1. Geophysical ProspectingChapter 2．Test Well DrillingChapter 3．River Flow MeasurementChapter 4. Water Quality Analysis

Chapter 1.Chapter 1. Geophysical ProspectingGeophysical Prospecting

１．１．１．１．Outline of Geophysical WorkOutline of Geophysical Work

１．２．１．２．AnalysisAnalysis

１．３．１．３．Supposed Isobathic Map of Supposed Isobathic Map of BedrockBedrock

Geophysical Prospecting Sites

Location Map of All TDEM points

K1 K2K3

K4K5 K6

K8K9 K10K11

K12K13K14 K15 K16

K17K18 K19

K20

K21 K22 K23 K24 K25

K26K27 K28 K31

K32

K33K34 K35

K36

K37

K38

K39 K40K41

P1

P2P3

P4P7 P8

P9P10

P11

P12

P13 P14P15 P16 P17

P18P19

P20 P21 P22P23

P32

P33

P34

P35

P36

P37P38

P39P40

P46P47

P48

P49

P50

0 0

25

30

P24P25 P26

P27P28

P29

P30

P31

P41P42

P43

P44

P45

D1

D2

D3

D4

D5

D6

D7

D8

D9

D10

D11D12

D13

D14 D15

D16

D17

D18

D19

D20D21

D22

D23

D24

D25

D26D27

D28

D29

D30

D31

D32D33

D34

D35

D36

D37

D38

D39D40

D41

D42

D43

D44

D45D46

D47

D48D49D50

D51

D52

D53

D54

D55

D56D57

D58

D59

D60

L3

L4

L5

L6

L7

L8L9

L10

L11

L12

L13

L14

L15

L16

L17

L18

L19

L20

L21

L22

L23

L24

L25

L26

L27

L28

L29

L30

L31

L32

L33

L34

L35

L36

L37

L38

L39

L40

L41

L42

L43 L44

L45

L46

L47L48 L49

L50

L51

L52

L53

L54

L55

L56

L57

L58

L59L60

0 0

5 10 15 20 25 3010

15

20

0 .1 1 1 0 1 00

1

10

1 00D -1

Appa

rent R

esisti

vity

(Ohm

-m)

T ime (m )

10 100 1000

10

100

1000

Depth

(m)


U . T O N E

0 .1 1 1 0 1 00

1

10

100D -3

Appa

rent R

esisti

vity

(Ohm

-m)

T im e ( m)

10 100 1000

10

100

1000

Depth

(m)


U . T O N E

0.1 1 1 0 1 00

1

10

100D -2

Appa

rent R

esisti

vity

(Ohm

-m)

T im e (m )

10 100 1000

10

100

1000

Depth

(m)


U . T O N E

0 .1 1 1 0 1 00

1

10

100D -4

Appa

rent R

esisti

vity

(Ohm

-m)

T im e ( m)

10 100 1000

4

10

10

100

1000

Depth

(m)


U . T O N E

App－148

2

0.0 1 0 .1 1 10 1 0 0

1

10

100

1 000L -3

Appa

rent R

esisti

vity

(Ohm

-m)

T ime ( m)

10 10 0 1000

4

105

10

10

100

1 000

Depth

(m)


U . T O N E

0 .0 1 0.1 1 1 0

1

10

100

1000L -5

Appa

rent R

esisti

vity

(Ohm

-m)

T ime ( m )

10 100 1000

4

105

10

10

100

1000

Depth

(m)


U . T O N E

0.0 1 0 .1 1 10 1 0 0

1

10

100

1 000L -4

Appa

rent R

esisti

vity

(Ohm

-m)

T ime ( m)

10 100 1000

4

10

10

100

1000

Depth

(m)


U . T O N E

0 .0 1 0 .1 1 1 0 1 00

1

10

100

1000L -6

Appa

rent R

esisti

vity

(Ohm

-m)

T ime ( m )

10 100 1000

1

10

1 00

10 00De

pth (m

)


U . T O N E

Resistivity (Ω-m) Resistivity (Ω-m)1 2 3 5 7 10 20 50 100 300 1 2 3 5 7 10 20 50 100 300

5 5 Surface

11000

11000

2 2

Surface

10 10

) 20 ) 20

Type A Type B

Resistivity (Ω-m)1 2 3 5 7 10 20 50 100 300

5

11000

2

Surface

10

20

Type C

TDEM Pattern Analysis

50 50

　Middle

500 500

Depth

(m

)

Dept

h (m

)

100 100

Middle200 200

BaseBase

1000 1000

50

　　Middle

500

Dept

h (m

) 20

100

200

Base

1000

Reading from Geoelectric Section

Appendix 1-5 INFORMATION ON BEDROCK BY TDEM/PASSPORTPoints X Y Depth (m) ρ (Ω-m) Marks Accuracy

1. TDEMK1 15 033 25 433 -205 1700 18 ○K1 15.033 25.433 205 1700 18 ○K2 15.848 25.404 -205 1600 18 ○K3 16.383 25.589 -260 600 18 ◎K4 16.639 24.666 -210 720 18 △K5 15.901 24.449 0 ×K6 17.226 24.451 0 ×K8 15.8 23.833 0 ×K9 18.832 24.054 -750 750 18 ○K10 20.132 23.903 <600 18 ▲K11 14.933 24.016 <600 18 ▲K12 15.749 23.543 -600 220 18 △K13 17.024 23.188 -620 1800 18 ◎K14 17.407 23.22 -740 2000 18 ◎

25

30

Figure-3. By TDEM, Step-1

5 10 15 20 25 3010

15

20

20

25

30

20

25

30

20

25

30

20

25

30

Figure-4. By TDEM (Step-1) & PASSPORT

5 10 15 20 25 3010

15

20

5 10 15 20 25 3010

15

20

5 10 15 20 25 3010

15

20

5 10 15 20 25 3010

15

20

Chapter 2.Test Well Drilling

• ２．１．The First Well Drilling

• ２．２．The Deeｐ Aquifer Investigation Plan

App－149

3

The First Test Well Drilling Point

Air-port City

Main GateGuard house

Model House

Sub-gat 69m

Air-port Road

Pump house

Test Well-1 20m

Main Building of MEW, Dept. of Renewable Energy

Another Buid.

]

Layout of the 1st Test Well Drilling Site

Well Log of TW-1

Z

Geological Depth0 Color Age 0

12.5 Sand & Gravel Brown Q φ24" 20" Surface casing

34.5 Sand & Gravel with clay Pale brown Q

50 53 Clay N2 50

φ17-1/3" 13-3/8" 　　 Pump Housing

100 Clay Grey N2 100

Cementing

150 (150m) (150m) 150158

200 200

Drill-cut fill

250 Greenish 250Clay with Gravel Grey N2 　Soft to very soft clay。

　Partly quite sticky.

300 300 φ12-1/4"

Grey N2

125

1,803.00

Geology

N264 Sand and silt

Clay with Sand

Structure Structure RemarksDepth Drilling Well

Static Water Level GL.-10.5m Original File No.

6-5/8"

350 350 Lower thn 345m,

gravel ratio increases

388 Clay seal

400 400

　　　Matrix is brown but

gravels are miscellaneous

Clay with gravel and Brown N1 colors.

450 Gravel with clay, Alt. 450

Ballasts fill

488

500 500 Neogene

Lower

Gravel and sand. Aquifer

partly hard clay Brown & N1

550 (grey) (Basal conglo.) 550 Include hard & large

572.3 gravel, cobble.

572.9 Bolder (Diorite) Dark green

Filter gravel

600 600 Gravel and sand. Brown & Include hard & large

partly hard clay (grey) gravel, cobble.

Ballasts fill

640m

N1

20

25

30

20

25

30

20

25

30

862

104

139

140

141

144

145146

147

148

149

150

151

152

155

166

177

180

323

324341

20

25

30

Figure-2. By PASSPORT only

5 10 15 20 25 3010

15

20

5 10 15 20 25 3010

15

20

5 10 15 20 25 3010

15

20

52

54

126

152

159

207

5 10 15 20 25 3010

15

20

App－150

4

25

30

25

30

25

30

25

30

Figure-5. By TDEM-all & PASSPORT

5 10 15 20 25 3010

15

20

5 10 15 20 25 3010

15

20

5 10 15 20 25 3010

15

20

5 10 15 20 25 3010

15

20

Existing Drilling Plan

Table-1, Test Well Drilling Plan

Categories of Test Well The 2nd Year The 3rd Year Total

600m Wells 3 wells 3wells 6 wells

400m Wells 2 wells 2 wells 4 wells

200m Wells (Sub-contract) 2 wells 2 wells 4 wells

Total 7 wells 7 wells 14 wells

Basic Strategy on Drilling PlanBasic Strategy on Drilling Plan

PlanPlan--I:I:--Drill every wells as the existing Drill every wells as the existing

plan.plan.

PlanPlan--II:II:--Drill wells as the existing plan in Drill wells as the existing plan in this year.this year.--Drill till they reach to Bedrock in the Drill till they reach to Bedrock in the next year (but max. 1,000m). next year (but max. 1,000m).

20

25

30

20

25

30

20

25

30

Figure-6. TEST WELL DRILLING PLAN

TW-1TW-2 TW-3

20

25

30

TW-7

TW-8

20

25

30

CW-1CW-2

CW-3

20

25

30

5 10 15 20 25 3010

15

20

5 10 15 20 25 3010

15

20

5 10 15 20 25 3010

15

20

TW-4

TW-5

TW-6

5 10 15 20 25 3010

15

20

TW-9

TW-10

5 10 15 20 25 3010

15

20

CW-4

5 10 15 20 25 3010

15

20

TW-1TW-2 TW-3

25

30

TW-7

CW-1CW-2

CW 3

Proposed Test Well Drilling Sites

TW-4

TW-5

TW-6

5 10 15 20 25 3010

15

20

TW-8

TW-9

TW-10

CW-3

CW-4

Chapter 3. River Flow Chapter 3. River Flow MeasurementMeasurement

3.1 Outline of the Work3.1 Outline of the Work

3.3.２２ Gauging Station and MeasurementGauging Station and Measurement

3.3.３３ Existing DataExisting Data

App－151

5

Objectives of the Study① To evaluate recharge storage of groundwater

resources available for potable water in the Study Area,

② To arrange basic data / information for formulating the plan of developing groundwater plan of water utilization / supplygroundwater, plan of water utilization / supply in the Study Area, to extract tasks and to provide recommendations, and

③ To transfer techniques and methodologies of the Study on water resources to the C/P of MMI (Ministry of Mines and Industry), the implementing agency of Afghanistan, during the Study.

Discharge Rainfall E.Transpiration

Runin Surface Water System Runoff

Recharge

Unconfined Groundwater = Quaternary aquifer Unconfined Groundwater = Quaternary aquifer

Leakance 1

GroundwaterSystem Confined Groundwater 1 = Neogene Upper aquifer

Leakance 2

Confined Groundwater 2 = Neogene Lower aquifer

The Pagman （inflow point）

The Lower Kabul (outflow point)

The Upper Kabul (inflow point)

The Logar (inflow point)

Figure 3.1.3. Concept of Rover Flow Measurement

In/Out Code River Location Altitude Flow Structure Station Gauge

Mountain Qmodel Paghman Paghman Bazar 2370 River Step - study team

Inflow QinP1 Qargha Below Qargha reservoir 1973 Canal Flume - MPW

Inflow QinP2 Paghman Shemerzai 2015 River Bridge - study team

Inflow QinP3 Cham cha mast Pala chen 1963 River Bridge - study team

Surface Water Observation Points

Inflow QinK1 Kabul Tangi Saidan 1865 River River - MPW

Inflow QinK2 (Kabul) West canal 1870 Canal Earth - -



Inflow QinL3 Logar Sangi Naweshta 1815 River River MPW MPW

Outflow QoutK1 Kabul Tangi Gharu 1781 River River MPW MPW

Outflow QoutC1 canal Tara Kheil Mohamad Ghar 1801 Canal Box - -

Outflow QoutC2 canal Tara Kheil Agha Mohamad 1785 Canal Diversion - -

MPW: Ministry of Power & Water

App－152

6

Low Flow Measurement High Flow Measurement

River Flow Survey (May-July, 2006)

Low Flow Measurement

Cross Section Survey

High Flow Measurement

Water Level Gauge

Chapter 4. Water Quality Analysis Chapter 4. Water Quality Analysis

4.1 Outlines4.1 Outlines4.2 Shallow Aquifer Water quality4.2 Shallow Aquifer Water quality

4 2 1 Methodology4 2 1 Methodology4.2.1 Methodology4.2.1 Methodology4.2.2 Results of the Previous Analysis4.2.2 Results of the Previous Analysis

4.3 Deep Aquifer Water Quality4.3 Deep Aquifer Water Quality4.3.1 Existing Data4.3.1 Existing Data4.3.2 Tritium Analysis4.3.2 Tritium Analysis

Target of Water Quality Analysis

A. Main target of Water Quality Analysis:Groundwater in Lower Neogene Aquifer(Deep Aquifer)

B. Subordinate target :Groundwater in Quaternary Aquifer(Shallow Aquifer)

Items of Water Quality Analysis

Name Formula Name Formula1 Tempurature - pH meter 13 Manganese Mn2+ DR/2400 2 pH - pH meter 14 Chloride Cl- DR/24003 Electrical Conductivity - EC Meter 15 Sulfate SO4

2- DR/2400 4 T bidi T bidi M 16 A i NH DR/2400

No. Instruments Place to beanalysed

Onsiteanalysis

Items No. Items Instruments Place to beanalysed

4 Turbidity - Turbidity Meter 16 Ammnoia NH3 DR/24005 Hardness (Ca2++Mg2+) - DR/2400 17 Nitrite NO2

- DR/24006 Calcium Ca2+ DR/2400 18 Nitrate NO3

- DR/2400 7 Magnesium Mg2+ DR/2400 19 Fluoride F- DR/24008 Alkalinity - Titration Test Kit 20 Carbon dioxide CO2 Titration Test Kit9 Bicabonate HCO3

- Titration Test Kit 21 Arsenic As Field Kit10 Natrium Na+ Ion meter 22 Coiforms and E-coli -11 Potassium K+ DR/2400 23 Standard bacteria -12 Total Iron (Fe2++Fe3+) T-Fe DR/2400

Laboratoryanalysis

Detective Paper,Plate

Laboratoryanalysis

Results of Previous Analysis

In Piper Diagram

Distribution of Total Hardness

App－153

7

Distribution of Chloride Water Quality of Deep Aquifer(by PASSPORT)

Piper Diagram of

Deep Aquifer

(PASSPORT)

That’s all.That’s all!



App－154


1


Ministry of Mines The Islamic Republic of Afghanistan

THE STUDY


IN KABUL BASIN


5 th JOINT T ECHNICAL COMMITTEE

(JTC)

DECEMBER 2007


App－155


2

Contents

Chapter 1 Geo-physical Prospecting ............................................................................................................. 2-1 Progress of Drilling ....................................................................................................................... 2-2 Well Drilling Data ......................................................................................................................... 2-3 Pumping Test .........................................................................................................................................

(1) Developing ......................................................................................................................................... (2) Preliminary test 1 .............................................................................................................................. (3) Preliminary test 2 .............................................................................................................................. (4) Constant discharge test..................................................................................................................... (5) Aquifer analysis.................................................................................................................................

2-4 Water Quality Analysis ......................................................................................................................... (1) Applicability to Water Supply.......................................................................................................... (2) Characteristics of water quality.......................................................................................................

Chapter 3 The Second Test Well Drilling (TW-3) ........................................................................................ 3-1 Siting of TW-3 ....................................................................................................................................... 3-2 Progress of Drilling ............................................................................................................................... 3-3 Well Drilling Data ................................................................................................................................. 3-4 Pumping Test .........................................................................................................................................

(1) Developing ......................................................................................................................................... (2) Preliminary test ................................................................................................................................. (3) Step drawdown and Step recovery test............................................................................................ (4) Constant discharge test.....................................................................................................................

Chapter 4 The Third Test Well Drilling (TW-2)........................................................................................... 4-1 Siting of Tw-2......................................................................................................................................... 4-2 Progress of drilling ................................................................................................................................

Chapter 5 The Deep Aquifer Investigation Plan .......................................................................................... 5-1 Characteristic of the Deep Aquifer ......................................................................................................

(1) North Kabul and Pole Charkhy Sub-basin..................................................................................... (2) Darlaman Sub-basin ......................................................................................................................... (3) Logar Sub-basin ................................................................................................................................

5-2 Deep Aquifer Investigation Plan .......................................................................................................... (1) Basic Policy on Deep Aquifer Investigation .................................................................................... (2) Deep aquifer Investigation Plan.......................................................................................................

App－156


3

ANNEX-A Study Setting

Appendix 2-1-1 Location Map of the Test Wells

Appendix 2-1-2 Progress of Drilling (TW-1)

Appendix 2-2 Well Drilling Data

Appendix 2-3-1 TW-1 Logging Sheet (0-312.5m) Raw data

Appendix 2-3-2 TW-1 Logging Sheet (312.5-612.5m) Raw data

Appendix 2-4 Process of Pumping Test on TW-1

Appendix 2-5-1 TW-1 Preliminary 1 Test (s-t, Q-t)

Appendix 2-5-2 TW-1 Preliminary 2 Test (s-t, Q-t)

Appendix 2-5-3 TW-1 Constant Discharge Test Drawdown(s-t, Q-t)

Appendix 2-5-4 TW-1 Constant Discharge Test Recovery (s-t, Q-t)

Appendix 2-5-5 TW-1 Summary of Pump Test

Appendix 2-5-6 Hantush Method

Appendix 2-5-7 Theis Method

Appendix 2-5-8 Recovery Method

Appendix 2-5-9 Drawdown – Pumping Rate

Appendix 2-6-1 Water Quality of TW-1 and some water supply wells in Kabul basin

with quality standards

Appendix2-6-2(a) Comparison of Water Quality between TW-1 and water supplying

wells in Kabul (1)

Appendix2-6-2(b) Comparison of Water Quality between TW-1 and water supplying

wells in Kabul (2)

Appendix2-6-3 Special distribution of the pattern diagrams of the shallow aquifer in Kabul

Appendix2-6-4 Special distribution of the pattern diagrams of the shallow aquifer in Kabul

(by PASSPORT and TW-1 data and TW-1 data and TW-1 data)

Appendix3-1 Progress of Drilling (TW-3)

Appendix3-2 Well Drilling Data

Appendix3-3-1 TW-3 Logging sheet (0-150m) Raw data




Appendix5-1 North Kabul w159-TW-1-w141 geological profile

Appendix5-2 North Kabul w151-TW-1-TW-3-w180 geological profile

App－157


4

Appendix5-3 Darlaman w101-w52-w163 geological profile

Appendix5-4 Test Well Drilling Plan

App－158


5

The 5th JTC Attendace List

Afghanistan side



Dep. Eng. M. Akram Ghiasi Deputy Minister

Dep. Eng. Mohammad Naim Tookhi President of Department of Geo-

Engineering and Hydrogeology (DGEH)

Dep. Eng. Najibu Masomi Head of Department of Enviroment

Dep. Eng. Mir Ahmad Oryakhill Head of Department of Coal

Eng. M. Ali Behsodi Head of Inspection Departmrnt

Eng. A. Sami Ghafary Head of Exploration Department

Eng. M. Taher Rezai Chief of Engineering Hydrogeology Dept.,



Eng. Assadullah Yousuf Chief Engineer & Deputy President of

DGEH



Eng. Abdul Ghani Counter Section, DGEH


Eng. Sultan Mohamad Director General of Hydrology and Water

Management


Eng. Ahmad Shah Karim Olomi Deputy Director General

Eng. Noor Mohammad President of Department of Environmental

Impact Assessment

Ministry of Rural Rehabilitation and Development (MRRD)

Eng. Mohammad Naeem Project Manager

Central Authority for Water Supply and Sewerage(CAWSS)

Eng. Najib Patan President

Japan side

JICA Headquarter Mr. Masami Moko Senior Program Officer JICA Afghanistan Office

Mr. Yojiro Miyashita Program Formulation Advisor

Eng. Abdul Azim Atarud Program Officer

App－159


6

JICA Jordan Office

Mr. Hisao Ushiki JICA Expert

JICA Study Team






App－160

Appendix 2.5.5. The 6th JTC Delivery List of JTC Test

1

The 6th JTC Text

DELIVERY LIST OF THE TEXT

(9th April, 2008)

1. Ministry of Mines (MOM) 3 sets

2. Ministry of Energy and Water (MEW) 3 sets

3. National Environmental Protection Agency (NEPA) 3 sets

4. Ministry of Rural Rehabilitation and Development (MRRD) 3 sets

5. Central Authority for Water Supply and Sewerage (CAWSS) 3 sets

6. Ministry of Urban Development (MUD) 3 sets

7. University of Kabul 1 set

8. Kabul Polytechnic University 1 set

9. Japan International Cooperation Agency (JICA),

Kabul Office 2 sets

10. Department of Geo Engineering and Hydrogeology DGEH) 5 sets

App－161

the study on groundwater resources ...appendix 2.5.1. the 1st jtc jtc text, cover/contents/attendant...

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