1.2 SUMMARY OF ERS RESULTS-DISTRICT BAHAWALPUR &...

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DELINEATION OF SUBSURFACE LITHOLOGICAL & HYDROGEOLOGICAL CONDITIONS PROJECT: ERS at PUNJAB SAAF PANI PROJECT Package II 2 1.2 SUMMARY OF ERS RESULTS-DISTRICT BAHAWALPUR & LODHRAN. Sr.No District Tehsil Name of Village ERS Point Location Results 7. Bahawalpur Hasilpur Chak 195 Murad VES-1 29.47087 72.54797 All saline from water table to maximum depth of exploration VES-2 29.47319 72.54987 All saline from water table to maximum depth of exploration 8. Chak 188 Murad VES-1 29.48254 72.66744 All saline from water table to maximum depth of exploration VES-2 29.48572 72.67052 All saline from water table to maximum depth of exploration 9. Chak 161 Murad VES-1 29.51390 72.65363 All saline from water table to maximum depth of exploration VES-2 29.51729 72.66105 15.1-20.0 Meter (Fine to Medium Sand with Marginal quality water )(Res ≈ 30.3 Ohm meter) 10. Bahawalpur Chak 2 / BC East, Chak 35/BC East, Chak 35/BC VES-1 29.52654 71.53562 13.6-79.7 Meter (Medium to coarse Sand with Fresh quality water) (Res ≈ 68.1 Ohm meter) VES-2 29.42462 71.96601 9.1-49.9 Meter (Medium to coarse Sand with Fresh quality water) (Res ≈ 55.4 Ohm meter) 11. Khairpur Tamewali MochiWala VES-1 29.51021 72.08736 9.1-49.9 Meter (Medium to coarse Sand with Fresh quality water) (Res ≈ 57.7 Ohm meter) VES-2 29.50238 72.08915 9.1-49.9 Meter (Medium to Coarse Sand with Marginal quality water) (Res ≈ 35.4 Ohm –m) 12. Yazman 6 DNB VES-1 29.09833 71.53634 All saline from water table to maximum depth of exploration VES-2 29.09562 71.53804 All saline from water table to maximum depth of exploration 13. 43 DNB VES-1 29.06513 71.37565 All saline from water table to maximum depth of exploration VES-2 29.06677 71.37501 All saline from water table to maximum depth of exploration 14. Ahmad pur East Chak Gobind VES-1 29.34603 71.26558 15.6-36.4 Meter (Medium to coarse Sand with Fresh quality water) (Res ≈ 56.8 Ohm meter) VES-2 29.34656, 70.26075 13.0-80.64 Meter (Medium to coarse Sand with Fresh quality water) (Res ≈ 106.6 Ohm meter) 15. Lodhran Lodhran Fazal Wala VES-1 29.52236 71.53577 21.3-85.8 Meter (Medium to coarse Sand with Fresh quality water) (Res ≈152.9 Ohm meter) VES-2 29.52655 71.53564 15.2-70.0 Meter (Medium to coarse Sand with Fresh quality water) (Res ≈ 78.5 Ohm meter) 16. Dunyapur Chak No 219 / WB VES-1 29.83835 71.92935 14.5-38.7 Meter (Medium to coarse Sand with Fresh quality water) (Res ≈ 76.9 Ohm meter) VES-2 29.83519 71.92393 15.2-70.0 Meter (Medium to coarse Sand with Fresh quality water) (Res ≈ 74.2 Ohm meter)

Transcript of 1.2 SUMMARY OF ERS RESULTS-DISTRICT BAHAWALPUR &...

Page 1: 1.2 SUMMARY OF ERS RESULTS-DISTRICT BAHAWALPUR & LODHRAN.saafpani.punjab.gov.pk/system/files/Dunyapur_ERS.pdf · delineation of subsurface lithological & hydrogeological conditions

DELINEATION OF SUBSURFACE LITHOLOGICAL & HYDROGEOLOGICAL CONDITIONS

PROJECT: ERS at PUNJAB SAAF PANI PROJECT – Package II 2

1.2 SUMMARY OF ERS RESULTS-DISTRICT BAHAWALPUR &

LODHRAN.

Sr.No District Tehsil Name of

Village

ERS

Point Location Results

7.

Bah

awal

pur

Has

ilp

ur

Chak 195

Murad

VES-1 29.47087

72.54797 All saline from water table to maximum depth of

exploration

VES-2 29.47319

72.54987 All saline from water table to maximum depth of exploration

8.

Chak 188

Murad

VES-1 29.48254

72.66744 All saline from water table to maximum depth of

exploration

VES-2 29.48572

72.67052 All saline from water table to maximum depth of

exploration

9. Chak 161

Murad

VES-1 29.51390

72.65363 All saline from water table to maximum depth of exploration

VES-2 29.51729

72.66105 15.1-20.0 Meter (Fine to Medium Sand with

Marginal quality water )(Res ≈ 30.3 Ohm meter)

10.

Bah

awal

pur

Chak 2 / BC

East, Chak

35/BC East,

Chak 35/BC

VES-1 29.52654

71.53562 13.6-79.7 Meter (Medium to coarse Sand with

Fresh quality water) (Res ≈ 68.1 Ohm meter)

VES-2 29.42462

71.96601 9.1-49.9 Meter (Medium to coarse Sand with

Fresh quality water) (Res ≈ 55.4 Ohm meter)

11.

Khai

rpur

Tam

ewal

i

MochiWala

VES-1 29.51021

72.08736 9.1-49.9 Meter (Medium to coarse Sand with Fresh quality water) (Res ≈ 57.7 Ohm meter)

VES-2 29.50238

72.08915 9.1-49.9 Meter (Medium to Coarse Sand with Marginal quality water) (Res ≈ 35.4 Ohm –m)

12.

Yaz

man

6 DNB

VES-1 29.09833

71.53634 All saline from water table to maximum depth of

exploration

VES-2 29.09562

71.53804 All saline from water table to maximum depth of

exploration

13.

43 DNB VES-1

29.06513

71.37565 All saline from water table to maximum depth of exploration

VES-2 29.06677

71.37501 All saline from water table to maximum depth of exploration

14.

Ah

mad

pu

r E

ast

Chak Gobind

VES-1 29.34603

71.26558 15.6-36.4 Meter (Medium to coarse Sand with

Fresh quality water) (Res ≈ 56.8 Ohm meter)

VES-2 29.34656,

70.26075 13.0-80.64 Meter (Medium to coarse Sand with

Fresh quality water) (Res ≈ 106.6 Ohm meter)

15.

Lodhra

n

Lo

dh

ran

Fazal Wala

VES-1 29.52236

71.53577 21.3-85.8 Meter (Medium to coarse Sand with Fresh quality water) (Res ≈152.9 Ohm meter)

VES-2 29.52655

71.53564 15.2-70.0 Meter (Medium to coarse Sand with Fresh quality water) (Res ≈ 78.5 Ohm meter)

16.

Dun

yap

ur

Chak No

219 / WB

VES-1 29.83835

71.92935 14.5-38.7 Meter (Medium to coarse Sand with

Fresh quality water) (Res ≈ 76.9 Ohm meter)

VES-2 29.83519

71.92393 15.2-70.0 Meter (Medium to coarse Sand with

Fresh quality water) (Res ≈ 74.2 Ohm meter)

Page 2: 1.2 SUMMARY OF ERS RESULTS-DISTRICT BAHAWALPUR & LODHRAN.saafpani.punjab.gov.pk/system/files/Dunyapur_ERS.pdf · delineation of subsurface lithological & hydrogeological conditions

@A@A

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@A

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Lodhran

Dunyapur

Karror Pacca

Fazal wala

Chak no 219 WB

Gopal Disty

Mahmood Disty

Shahnal D

isty

Bahishty Disty

Jalalpur Disty

12L Disty

Jallah Disty

Basantpur Disty

Rapper Disty

Chellewahan Disty

Jamwah Disty

Lal Baghali Disty

Jamarani Disty

Ali Burhan Disty

Thada Disty

Gaggan Hatta Disty

Lodhran Disty

Danwran Disty

Jungle DistyMansoorpur Disty

Dhanote DistyRe

clama

tion D

isty

Chitwala Disty

Burhanpur Disty

Lodhran Branch

Chit Dain Branch

72°15'0"E

72°15'0"E

72°0'0"E

72°0'0"E

71°45'0"E

71°45'0"E

71°30'0"E

71°30'0"E29

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"N

29°4

5'0"N

29°3

0'0"N

29°3

0'0"N

±

0 10 205Kilometers

Legend

!. Main Cities

@A ERS Points

Roads

Main Canals

Link Canals

Branch Canals

River

District Lodhran

1:265,000 30-09-2015Rana FarooqGIS Expert

JV of ACE, SMEC,EGC & ECSP.Submitted To:GEO - DYNAMICSOffice2 Ist Floor, Liaqat Plaza Chowk, Sabzazar -Lahore

Submitted By:

PROJECT: PUNJAB SAAF PANI PROJECT (PSPP)- PACKAGE II Location Map of ERS Sites in District LodhranTITLE

DRAWN DESIGNED CHECKED RECOMMENDED APPROVED SCALE DATERana Farooq(GIS Expert) 1:265,000 01-10-15

Figure-2(c)

Page 3: 1.2 SUMMARY OF ERS RESULTS-DISTRICT BAHAWALPUR & LODHRAN.saafpani.punjab.gov.pk/system/files/Dunyapur_ERS.pdf · delineation of subsurface lithological & hydrogeological conditions

DELINEATION OF SUBSURFACE LITHOLOGICAL AND HYDROGEOLOGICAL CONDITIONS

Site ID: Chak – 219 /WB, Tehsil: Dunyapur, District: Lodhran.

ELECTRICAL RESISTIVITY SURVEY

ELECTRICAL SOUNDING FIELD DATA

Project: Punjab Saaf Pani Project Location: 219/WB, Tehsil: Dunyapur. District: Lodhran.

Coordinates :( 29.83835, 71.92935) VES No: 01

Date: 2/9/2015 Configuration: Schlumberger

AB/2 MN/2 MN/2 MN/2 MN/2 R1 RES (1) R2 RES (2)

m 0.5m 1m 5m 10m ohm ohm-m ohm ohm-m

2 11.8 1.68 19.8

3 27.5 0.690 18.97

5 77.8 0.275 21.39

7 153.2 75.4 0.166 25.43 0.323 24.35

10 313 156 0.096 30.04 0.1914 29.86

15 706 352 0.1141 40.18

20 1256 627 0.0799 50.128

25 1963 980 0.0562 55.16

30 2827 1412 275 0.0426 60.16

40 5026 2512 495 236 0.0258 64.8

50 7853 3925 778 377 0.0743 60.8 0.015 61.05

60 5653 1123 550 0.0491 55.16 0.0097 54.91

90 2537 1257 0.0159 40.51

120 4516 2245 0.0071 32.13

Interpretation

Depth Meter

Interpreted Lithology

0.0-4.0 Moist

Surface Material (Res ≈18.0 Ohm meter)

4.0-14.5 Dry

Silty Clay / sand (Res ≈96.6 Ohm-m)

14.5-38.7 Medium to Coarse Sand with Fresh quality water

(Res ≈ 76.9 Ohm-m)

38.7-120

Fine to Medium Sand with

Brackish quality water (Res ≈ 11.3 Ohm-m)

Page 4: 1.2 SUMMARY OF ERS RESULTS-DISTRICT BAHAWALPUR & LODHRAN.saafpani.punjab.gov.pk/system/files/Dunyapur_ERS.pdf · delineation of subsurface lithological & hydrogeological conditions

DELINEATION OF SUBSURFACE LITHOLOGICAL AND HYDROGEOLOGICAL CONDITIONS

Site ID: Chak – 219 /WB, Tehsil: Dunyapur, District: Lodhran.

ELECTRICAL RESISTIVITY SURVEY

ELECTRICAL SOUNDING FIELD DATA

Project: Punjab Saaf Pani Project Location: 219/WB Tehsil: Dunyapur. District: Lodhran.

Coordinates :( 29.83519, 71.92393) VES No: 02

Date: 2/9/2015 Configuration: Schlumberger

AB/2 MN/2 MN/2 MN/2 MN/2 R1 RES (1) R2 RES (2)

m 0.5m 1m 5m 10m ohm ohm-m ohm ohm-m

2 11.8 0.635 7.49

3 27.5 0.389 10.64

5 77.8 0.233 18.12

7 153.2 75.4 0.4449 23.67

10 313 156 0.103 32.23 0.217 33.05

15 706 352 0.057 41.24 0.120 42.22

20 1256 627 0.082 51.41

25 1963 980 0.0593 58.16

30 2827 1412 275 0.045 63.54

40 5026 2512 495 236 0.030 75.36

50 7853 3925 778 377 0.0964 75.01 0.023 75.78

60 5653 1123 550 0.069 77.48 0.0136 76.9

90 2537 1257 0.023 59.27

120 4516 2245 0.0109 49.6

Interpretation

Depth Meter

Interpreted Lithology

0.0-1.5 Moist

Surface Material (Res ≈6.1 Ohm meter)

1.5-14.3 Dry

Silty Clay / sand (Res ≈149.4 Ohm-m)

14.3-51.1

Medium to Coarse Sand with Fresh

quality water (Res ≈ 74.2 Ohm-m)

51.1-120

Fine to Medium Sand with

Brackish quality water (Res ≈ 15.0 Ohm-m)

Page 5: 1.2 SUMMARY OF ERS RESULTS-DISTRICT BAHAWALPUR & LODHRAN.saafpani.punjab.gov.pk/system/files/Dunyapur_ERS.pdf · delineation of subsurface lithological & hydrogeological conditions

DELINEATION OF SUBSURFACE LITHOLOGICAL AND HYDROGEOLOGICAL CONDITIONS

Site ID: Chak – 219 /WB, Tehsil: Dunyapur, District: Lodhran.

THE RESULTS

Based on the interpretation of resistivity soundings i.e. VES No-1 located at (29.83835,

71.92935) and VES No-2 located at (29.83519, 71.92393), following results have been

deduced;

Depth to water table varies from 14 - 16 meter in the area.

Subsurface lithology is dominantly fine to course Sand with inter-bedding of clay of

variable thickness.

The area has been distributed into three major resistivity zones, described below;

ZONE ABOVE WATER TABLE

This zone extends up to15 meter depth in the area. The resistivity values in this

zone are haphazard depending upon many natural and cultural factors like surface

materials, their compactness and moisture contents etc.

HIGH RESISTIVITY ZONE

Interpreted resistivity values ≥50 Ohm-m constitute this zone. The interpreted

lithology for this zone is mainly composed of medium to coarse Sand.

This zone containing fresh groundwater quality has been interpreted on both VES

points and is generally 25-35 meter thick at the observed locations. Estimated

Electrical Conductivity (EC) of the fresh water in this zone is 675 - 1200 µs/cm and

mineral content i.e. total dissolved solids (TDS) are 450 - 800 ppm.

LOW RESISTIVITY ZONE

Interpreted resistivity values ≈ 10-25 Ohm-m falls in low resistivity zone. Interpreted

lithology for this zone is predominantly fine to medium grained Sand with clay layers

of variable thickness.

This zone is interpreted to be having brackish / moderately saline groundwater

quality. Estimated Electrical Conductivity (EC) of the groundwater in this zone is

≥ 2400 µs/cm and mineral content i.e. total dissolved solids (TDS) are ≥ 1200 ppm.

RECOMMENDATIONS

Based on the results of ERS surveys conducted in the area three hydrogeological

zones have been identified. Following parameters are recommended for safe

installation of tubewell in the area.

High Resistivity Hydrogeological Zone is favorable for drawing fresh water from

water table to 40 meter depth at VES-1and up to 40 meter depth at VES-2.

Geophysical logging, comprising SN, LN, SP, SPR and Natural Gamma will be

mandatory in the open hole for safe design and accurate placement of screen/filter.

Page 6: 1.2 SUMMARY OF ERS RESULTS-DISTRICT BAHAWALPUR & LODHRAN.saafpani.punjab.gov.pk/system/files/Dunyapur_ERS.pdf · delineation of subsurface lithological & hydrogeological conditions

DELINEATION OF SUBSURFACE LITHOLOGICAL AND HYDROGEOLOGICAL CONDITIONS

Site ID: FazalWala,Tehsil: Lodhran, District: Lodhran.

ELECTRICAL RESISTIVITY SURVEY

ELECTRICAL SOUNDING FIELD DATA

Project: Punjab Saaf Pani Project Location: Fazal Wala, Tehsil: Lodhran. District: Lodhran.

Coordinates :( 29.52236, 71.53577) VES No: 01

Date: 2/9/2015 Configuration: Schlumberger

AB/2 MN/2 MN/2 MN/2 MN/2 R1 RES (1) R2 RES (2)

m 0.5m 1m 5m 10m ohm ohm-m ohm ohm-m

2 11.8 1.48 17.46

3 27.5 0.841 23.12

5 77.8 0.429 33.3

7 153.2 75.4 0.8481 45.12

10 313 156 0.1941 60.77 0.396 61.77

15 706 352 0.120 89.72 0.255 89.76

20 1256 627 0.183 114.74

25 1963 980 0.1481 145.14

30 2827 1412 275 0.122 172.26

40 5026 2512 495 236 0.0725 182.3

50 7853 3925 778 377 0.0472 185.8

60 5653 1123 550 0.1665 187.01 0.033 186.5

90 2537 1257 0.074 187.7

120 4516 2245 0.038 177.0

Interpretation

Depth Meter

Interpreted Lithology

0.0-1.8 Moist

Surface Material (Res ≈13.5 Ohm meter)

1.8-21.3 Dry

Silty Clay / sand (Res ≈482.3 Ohm-m)

21.3-85.8 Medium to Coarse Sand with Fresh quality water

(Res ≈ 152.9 Ohm-m)

85.8-120 Fine to Medium Sand with

Brackish quality water (Res ≈ 19.2 Ohm-m)

Page 7: 1.2 SUMMARY OF ERS RESULTS-DISTRICT BAHAWALPUR & LODHRAN.saafpani.punjab.gov.pk/system/files/Dunyapur_ERS.pdf · delineation of subsurface lithological & hydrogeological conditions

DELINEATION OF SUBSURFACE LITHOLOGICAL AND HYDROGEOLOGICAL CONDITIONS

Site ID: FazalWala,Tehsil: Lodhran, District: Lodhran.

ELECTRICAL RESISTIVITY SURVEY

ELECTRICAL SOUNDING FIELD DATA

Project: Punjab Saaf Pani Project Location: Fazal Wala, Tehsil: Lodhran. District: Lodhran.

Coordinates :( 29.52655, 71.53564) VES No: 02

Date: 2/9/2015 Configuration: Schlumberger

AB/2 MN/2 MN/2 MN/2 MN/2 R1 RES (1) R2 RES (2)

m 0.5m 1m 5m 10m ohm ohm-m ohm ohm-m

2 11.8 1.21 16.27

3 27.5 0.942 25.9

5 77.8 0.518 40.3

7 153.2 75.4 0.7315 55.16 0.7449 56.17

10 313 156 0.2220 69.50 0.4493 70.10

15 706 352 0.2634 92.72

20 1256 627 0.182 114.7

25 1963 980 0.1363 133.6

30 2827 1412 275 0.106 149.6

40 5026 2512 495 236 0.3016 149.3 0.0589 148.02

50 7853 3925 778 377 0.1904 148.20 0.041 148.21

60 5653 1123 550 0.1161 130.4

90 2537 1257 0.0419 106.5

120 4516 2245 0.0211 95.34

Interpretation

Depth Meter

Interpreted Lithology

0.0-1.0 Moist

Surface Material (Res ≈8.7 Ohm meter)

1.0-15.2 Dry

Silty Clay / sand (Res ≈361.6 Ohm-m)

15.2-70.0 Medium to Coarse Sand with Fresh quality water

(Res ≈ 78.5 Ohm-m)

70.0-120

Fine to Medium Sand with

Brackish quality water (Res ≈ 18.3 Ohm-m)

Page 8: 1.2 SUMMARY OF ERS RESULTS-DISTRICT BAHAWALPUR & LODHRAN.saafpani.punjab.gov.pk/system/files/Dunyapur_ERS.pdf · delineation of subsurface lithological & hydrogeological conditions

DELINEATION OF SUBSURFACE LITHOLOGICAL AND HYDROGEOLOGICAL CONDITIONS

Site ID: FazalWala,Tehsil: Lodhran, District: Lodhran.

THE RESULTS

Based on the interpretation of resistivity soundings i.e. VES No-1 located at (29.52236,

71.53577) and VES No-2 located at (29.52655, 71.53564), following results have been

deduced;

Depth to water table varies from 16 - 21 meter in the area.

Subsurface lithology is dominantly fine to course Sand with inter-bedding of Clay of

variable thickness.

The area has been distributed into three major resistivity zones, described below;

ZONE ABOVE WATER TABLE

This zone extends from 16 to 21 meter depth in the area. The resistivity values in

this zone are haphazard depending upon many natural and cultural factors like

surface materials, their compactness and moisture contents etc.

HIGH RESISTIVITY ZONE

Interpreted resistivity values ≥50 Ohm-m constitute this zone. The interpreted

lithology for this zone is mainly composed of medium to coarse Sand.

This zone containing fresh groundwater quality has been interpreted on both VES

points and is extends up to 80 meter depth in the area. Estimated Electrical

Conductivity (EC) of the fresh water in this zone is 675 - 1200 µs/cm and mineral

content i.e. total dissolved solids (TDS) are 450 - 800 ppm.

LOW RESISTIVITY ZONE

Interpreted resistivity values ≈ 10-25 Ohm-m falls in low resistivity zone. Interpreted

lithology for this zone is predominantly fine to medium grained Sand with clay layers

of variable thickness.

This zone is interpreted to be having brackish / moderately saline groundwater

quality. Estimated Electrical Conductivity (EC) of the groundwater in this zone is

≥ 2400 µs/cm and mineral content i.e. total dissolved solids (TDS) are ≥ 1200 ppm.

RECOMMENDATIONS

Based on the results of ERS surveys conducted in the area three hydrogeological

zones have been identified. Following parameters are recommended for safe

installation of tubewell in the area.

High Resistivity Hydrogeological Zone is favorable for drawing fresh water from

water table to 85 meter depth at VES-1and up to 70 meter depth at VES-2.

Geophysical logging, comprising SN, LN, SP, SPR and Natural Gamma will be

mandatory in the open hole for safe design and accurate placement of screen/filter.