1.2 summary of ers results-district bahawalpur &...
TRANSCRIPT
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)
@A@A@A@A@A
@A @A@A
@A@A@A
@A
@A@A
@A
@A
@A
@A
!.
!.
!.
!.
!.
!.
!.
!.
!.!. Yazman
Hasilpur
Bahawalpur
Ahmedpir East
Khairpur Tamewali
6 DNB43 DNB
Mochiwala
Chak Gobind
Chak 2 BC East
Chak 161 MuradChak 188 MuradChak 195 Murad
Chak 35 BC EastChak 35 BC East
6-L/AP Disty
Uch Disty
Dhari Disty (NP)
Sultan
Disty
Shahiwala Disty
Bahaw
al Disty
4-L/AP Disty
3-L/D.
B Disty
Bagh Ali D
isty
1-R /AP Disty
Mithra Disty NP
Jhandani Disty
Banw
ah Di
sty
2-R/Mithra Disty
Dese
rt Bran
ch
Abbassia Canal
73°0'0"E
73°0'0"E
72°30'0"E
72°30'0"E
72°0'0"E
72°0'0"E
71°30'0"E
71°30'0"E
71°0'0"E
71°0'0"E
70°30'0"E
70°30'0"E29
°30'0
"N
29°3
0'0"N
29°0
'0"N
29°0
'0"N
28°3
0'0"N
28°3
0'0"N
28°0
'0"N
28°0
'0"N
±
0 50 10025Kilometers
Legend
!. Main Cities
@A ERS Points
Roads
Main Canals
Link Canals
Branch Canals
River
District Bahawalpur
1:900,000 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 BahawalpurTITLE
DRAWN DESIGNED CHECKED RECOMMENDED APPROVED SCALE DATERana Farooq(GIS Expert) 1:900,000 01-10-15
Figure-2(b)
DELINEATION OF SUBSURFACE LITHOLOGICAL AND HYDROGEOLOGICAL CONDITIONS
Site ID: Chak No. 161 Murad, Tehsil: Hasilpur, District: Bahawalpur.
ELECTRICAL RESISTIVITY SURVEY
ELECTRICAL SOUNDING FIELD DATA
Project: Punjab Saaf Pani Project Location: 161 Murad, Tehsil: Hasilpur .District: Bahawalpur.
Coordinates :( 29.51390, 72.65363) VES No: 01
Date: 3/9/2015 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 1.64 19.35
3 27.5 0.811 22.30
5 77.8 0.311 24.19
7 153.2 75.4 0.155 23.74 0.311 23.44
10 313 156 0.0671 21.01 0.1288 20.10
15 706 352 0.0427 15.04
20 1256 627 0.0208 13.09
25 1963 980 0.0103 10.33
30 2827 1412 275 0.032 8.8 0.0064 9.15
40 5026 2512 495 236 0.0148 7.32 0.0143 7.12
50 7853 3925 778 377 0.0078 6.0
60 5653 1123 550 0.0046 5.16
90 2537 1257 0.0013 3.51
120 4516 2245 0.0006 2.19
Interpretation
Depth Meter
Interpreted Lithology
0.0-0.8 Dry Surface material
(Res ≈13.5 Ohm meter)
0.8-3.4 Dry Silty Clay
(Res ≈30.8 Ohm meter)
3.4-8.5 Moist Fine to medium
Silty Sand (Res ≈ 18.9 Ohm meter)
8.5-31.3
Fine to Medium Sand with saline
quality water (Res ≈ 6.8 Ohm meter)
31.3-120
Fine to Medium Sand with saline
quality water (Res ≈ 2.7 Ohm meter)
DELINEATION OF SUBSURFACE LITHOLOGICAL AND HYDROGEOLOGICAL CONDITIONS
Site ID: Chak No. 161 Murad, Tehsil: Hasilpur, District: Bahawalpur.
ELECTRICAL RESISTIVITY SURVEY
ELECTRICAL SOUNDING FIELD DATA
Project: Punjab Saaf Pani Project Location: 161 Murad, Tehsil: Hasilpur. District: Bahawalpur.
Coordinates :( 29.51729, 72.66105) VES No: 02
Date: 3/9/2015 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 4.7 55.46
3 27.5 1.47 40.42
5 77.8 0.414 32.30
7 153.2 75.4 0.204 31.25
10 313 156 0.106 33.17 0.198 30.88
15 706 352 0.044 31.06 0.080 28.21
20 1256 627 0.040 25.08
25 1963 980 0.025 24.5
30 2827 1412 275 0.0146 20.6
40 5026 2512 495 236 0.0070 17.5
50 7853 3925 778 377 0.014 10.89 0.0034 13.5
60 5653 1123 550 0.0087 9.8 0.0016 9.13
90 2537 1257 0.0024 6.3
120 4516 2245 0.0009 4.2
Interpretation
Depth Meter
Interpreted Lithology
0.0-1.0 Dry Surface material
(Res ≈75.0 Ohm meter)
1.0-15.1 Dry Silty Clay
(Res ≈29.7 Ohm meter)
15.1-20.0
Fine to Medium Sand with marginal
quality water (Res ≈ 30.3 Ohm meter)
20.0-58.1
Fine to Medium Sand with saline
quality water (Res ≈ 4.9 Ohm meter)
58.1-120
Fine to Medium Sand with saline
quality water (Res ≈ 3.7 Ohm meter)
DELINEATION OF SUBSURFACE LITHOLOGICAL AND HYDROGEOLOGICAL CONDITIONS
Site ID: Chak No. 161 Murad, Tehsil: Hasilpur, District: Bahawalpur.
THE RESULTS
Based on the interpretation of resistivity soundings i.e. VES No-1 located at (29.51390, 72.65363) and VES No-2 located at (29.51729, 72.66105) & hydrogeological reconnaissance study of the area followings are the results of interpreted ERS data.
Depth to water table varies from 8.5 to 15meter in the area.
Subsurface lithology is dominantly fine to course Sand with inter-bedding of Clay of
variable thickness.
Although interpretation results shows that deep aquifer is saline yet a thin sand layer
containing fresh water has distributed subsurface hydrogeological zones into following
three types;
ZONE ABOVE WATER TABLE
This zone extends from ground level to almost 15 meter depth. The resistivity values
in this zone are haphazard depending upon many natural and cultural factors like
surface materials, their compactness and moisture contents etc.
MEDIUM RESISTIVITY ZONE
Interpreted resistivity values ≈ 25-50 Ohm-m constitutes medium resistivity zone. Interpreted lithology of this zone is predominantly fine to medium grained sand with clay layers of variable thickness.
This zone is just 5 meter thick and has been encountered from 15 to 20 meter depth at VES No-2 only having marginal groundwater quality. Estimated Electrical Conductivity (EC) of the ground water in this zone is ≈ 1200-3000 µs/cm and mineral content i.e. total dissolved solids (TDS) are ≈ 800-1200 ppm.
VERY LOW RESISTIVITY ZONE
Interpreted resistivity values ≤ 10 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 Saline groundwater quality. Estimated Electrical Conductivity (EC) of the water in this zone is ≥ 5000 µs/cm and mineral content i.e. total dissolved solids (TDS) are ≥ 2500 ppm.
RECOMMENDATIONS
Since the results of ERS survey conducted in the area shows contaminated water in
both lithological layers below water table so following parameters are recommended;
For limited supply thin medium resistivity zone at VES-2 can be used to draw
marginal quality water from 15-20 meter depth only.
Low Resistivity Zone can be considered favorable for drawing marginal quality water
from water table to 50 meter depth at VESNo.1.
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.
DELINEATION OF SUBSURFACE LITHOLOGICAL AND HYDROGEOLOGICAL CONDITIONS
Site ID: Chak 188 / Murad, Tehsil: Hasilpur, District: Bahawalpur.
ELECTRICAL RESISTIVITY SURVEY
ELECTRICAL SOUNDING FIELD DATA
Project: Punjab Saaf Pani Project Location: 188 Murad, Tehsil: Hasilpur. District: Bahawalpur.
Coordinates :( 29.48254, 72.66744) VES No: 01
Date: 3/9/2015 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 2.88 33.9
3 27.5 0.9967 27.41
5 77.8 0.320 24.89
7 153.2 75.4 0.4398 23.4
10 313 156 0.074 23.16 0.1431 22.33
15 706 352 0.032 22.59 0.51 17.95
20 1256 627 0.0308 19.33
25 1963 980 0.1879 18.42
30 2827 1412 275 0.0126 17.91
40 5026 2512 495 236 0.030 14.9 0.0063 15.82
50 7853 3925 778 377 0.0171 13.34 0.0036 14.30
60 5653 1123 550 0.0099 11.15
90 2537 1257 0.0027 7.08
120 4516 2245 0.0013 6.30
Interpretation
Depth Meter
Interpreted Lithology
0.0-2.3 Dry Surface material
(Res ≈33.9 Ohm meter)
2.3-4.9 Moist Silty Clay
(Res ≈14.2 Ohm meter)
4.9-16.0 Dry Fine to medium
Sand / Hard Silty Clay (Res ≈ 27.0 Ohm meter)
16.0-31.4
Fine to Medium Sand with marginal to
saline quality water (Res ≈ 11.0 Ohm meter
31.4-120
Fine to Medium Sand with saline
quality water (Res ≈ 5.1 Ohm meter)
DELINEATION OF SUBSURFACE LITHOLOGICAL AND HYDROGEOLOGICAL CONDITIONS
Site ID: Chak 188 / Murad, Tehsil: Hasilpur, District: Bahawalpur.
ELECTRICAL RESISTIVITY SURVEY
ELECTRICAL SOUNDING FIELD DATA
Project: Punjab Saaf Pani Project Location: 188 Murad, Tehsil: Hasilpur. District: Bahawalpur.
Coordinates :( 29.48572, 72.67052) VES No: 02
Date: 3/9/2015 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 2.49 29.38
3 27.5 0.954 26.23
5 77.8 0.320 24.89
7 153.2 75.4 0.4466 23.76
10 313 156 0.071 22.2
15 706 352 0.030 21.18 0.0601 21.17
20 1256 627 0.017 20.35 0.0344 21.57
25 1963 980 0.0190 18.69
30 2827 1412 275 0.012 16.94
40 5026 2512 495 236 0.0059 14.8
50 7853 3925 778 377 0.014 11.12 0.0031 12.16
60 5653 1123 550 0.0089 10.10 0.0028 15.82
90 2537 1257 0.0029 7.5
120 4516 2245 0.0013 6.3
Interpretation
Depth Meter
Interpreted Lithology
0.0-2.3 Dry Surface material
(Res ≈32.0 Ohm meter)
2.3-4.9 Moist Silty Clay
(Res ≈13.7 Ohm meter)
4.9-15.4 Dry Fine to medium
Sand / Hard Silty Clay (Res ≈ 26.7 Ohm meter)
15.4-30.7
Fine to Medium Sand with marginal to
saline quality water (Res ≈ 10.4 Ohm meter
30.7-120
Fine to Medium Sand with saline
quality water (Res ≈ 5.3 Ohm meter)
DELINEATION OF SUBSURFACE LITHOLOGICAL AND HYDROGEOLOGICAL CONDITIONS
Site ID: Chak 188 / Murad, Tehsil: Hasilpur, District: Bahawalpur.
THE RESULTS
Based on the interpretation of resistivity soundings i.e. VES No-1 located at (29.48254,
72.66744) and VES No-2 located at (29.48572, 72.67052) & hydrogeological
reconnaissance study of the area followings are the results of interpreted ERS data.
Depth to water table varies from 15 to 16 meter in the area.
Subsurface lithology is dominantly fine to course Sand with inter-bedding of Clay of
variable thickness.
Interpretation of VES data shows that three lithological zones with following
hydrogeological conditions have been identified;
ZONE ABOVE WATER TABLE
This zone extends from ground level to almost 15 meter depth. The resistivity values
in this zone are haphazard depending upon many natural and cultural factors like
surface materials, their compactness and moisture contents etc.
LOW RESISTIVITY ZONE
Interpreted resistivity values ≈ 10-25 ohm-m falls in low resistivity zone. Interpreted
lithology of 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
≥ 3000 µs/cm and mineral content i.e. total dissolved solids (TDS) are ≥ 1500 ppm.
VERY LOW RESISTIVITY ZONE
Interpreted resistivity values ≤ 10 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 Saline groundwater quality. Estimated
Electrical Conductivity (EC) of the water in this zone is ≥ 5000 µs/cm and mineral
content i.e. total dissolved solids (TDS) are ≥ 2500 ppm.
RECOMMENDATIONS
Since the results of ERS survey conducted in the area shows contaminated water in
both lithological layers below water table so following parameters are recommended;
Search for any alternate location for safe installation of tubewell in the area.
Low Resistivity Zone can be considered favorable for drawing marginal quality water
from water table to 30 meter depth at both VES points.
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.
DELINEATION OF SUBSURFACE LITHOLOGICAL AND HYDROGEOLOGICAL CONDITIONS
Site ID: Chak No. 35/BC, Chak No. 2/BC, Tehsil & District: Bahawalpur.
ELECTRICAL RESISTIVITY SURVEY
ELECTRICAL SOUNDING FIELD DATA
Project: Punjab Saaf Pani Project Location: 2 BC (Sharqi),Tehsil & District:Bahawalpur.
Coordinates :( 29.52654, 71.53562) VES No: 01
Date: 3/9/2015 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 1.14 13.45
3 27.5 0.295 8.11
5 77.8 0.080 6.22
7 153.2 75.4 0.0934 4.97 0.072 5.42
10 313 156 0.0183 5.72 0.0374 5.84
15 706 352 0.0201 7.09
20 1256 627 0.0143 9.01
25 1963 980 0.0107 10.50
30 2827 1412 275 0.0095 13.54
40 5026 2512 495 236 0.0307 15.2 0.0060 15.08
50 7853 3925 778 377 0.0257 19.99 0.0049 19.23
60 5653 1123 550 0.0189 21.22
90 2537 1257 0.0105 26.87
120 4516 2245 0.0139 31.2
Interpretation
Depth Meter
Interpreted Lithology
0.0-1.1 Dry Surface material
(Res ≈18.5 Ohm meter)
1.1-7.4 Moist Silty Clay
(Res ≈4.7 Ohm meter)
7.4-13.6 Moist Fine to medium
Silty Sand (Res ≈ 9.8 Ohm meter)
13.6-79.7 Medium to Coarse Sand with Fresh quality water (Res ≈ 68.1 Ohm meter)
79.7-120
Fine to Medium Sand with Marginal quality
water (Res ≈ 24.3 Ohm meter)
DELINEATION OF SUBSURFACE LITHOLOGICAL AND HYDROGEOLOGICAL CONDITIONS
Site ID: Chak No. 35/BC, Chak No. 2/BC, Tehsil & District: Bahawalpur.
ELECTRICAL RESISTIVITY SURVEY
ELECTRICAL SOUNDING FIELD DATA
Project: Punjab Saaf Pani Project Location: 35 BC (Sharqi), Tehsil &District: Bahawalpur.
Coordinates :( 29.42462, 71.96601) VES No: 02
Date:3/9/2015 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 2.69 31.74
3 27.5 1.04 28.6
5 77.8 0.347 26.99
7 153.2 75.4 0.182 27.8 0.360 27.14
10 313 156 0.087 28.12 0.184 28.7
15 706 352 0.082 28.8
20 1256 627 0.0514 32.22
25 1963 980 0.0356 34.88
30 2827 1412 275 0.0251 35.44
40 5026 2512 495 236 0.014 36.32
50 7853 3925 778 377 0.0331 25.75 0.015 39.31
60 5653 1123 550 0.022 24.70 0.0081 45.78
90 2537 1257 0.0083 21.05
120 4516 2245 0.0042 19.31
Interpretation
Depth Meter
Interpreted Lithology
0.0-1.4 Dry Surface material
(Res ≈32.6 Ohm meter)
1.4-4.3 Dry Silty Clay
(Res ≈25.0 Ohm meter)
4.3-9.1 Dry Fine to medium
Silty Sand (Res ≈ 24.0 Ohm meter)
9.1-49.9 Medium to Coarse Sand with Fresh quality water (Res ≈ 55.4 Ohm meter)
49.9-120 Fine to Medium Sand with
Brackish quality water (Res ≈ 15.7Ohm meter)
DELINEATION OF SUBSURFACE LITHOLOGICAL AND HYDROGEOLOGICAL CONDITIONS
Site ID: Chak No. 35/BC, Chak No. 2/BC, Tehsil & District: Bahawalpur.
THE RESULTS
Based on the interpretation of resistivity soundings and hydrogeological reconnaissance
study of the area following results have been worked out.
Depth to water table lies from NSL to 14 meterin 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 ground level to almost 14 meter depth. 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 is interpreted to be having fresh groundwater quality. Estimated
Electrical Conductivity (EC) of the groundwater 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 water in this zone is ≥ 3000
µs/cm and mineral content i.e. total dissolved solids (TDS) are ≥ 1500 ppm.
RECOMMENDATIONS
Based on the results of ERS surveys conducted in the area two 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 80 meter depth at VES-1and approximately 50 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.
DELINEATION OF SUBSURFACE LITHOLOGICAL AND HYDROGEOLOGICAL CONDITIONS
Site ID: Chak No. 43 DNB, Tehsil Yazman, District Bahawalpur.
ELECTRICAL RESISTIVITY SURVEY
ELECTRICAL SOUNDING FIELD DATA
Project: Punjab Saaf Pani Project Location: 43 DNB, Tehsil: Yazman .District: Bahawalpur.
Coordinates :( 29.06513, 71.37565) VES No: 01
Date: 1/9/2015 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 2.33 27.5
3 27.5 1.16 31.9
5 77.8 0.392 30.49
7 153.2 75.4 0.4701 25.01
10 313 156 0.06 18.78 0.123 19.18
15 706 352 0.022 15.53 0.043 15.01
20 1256 627 0.025 15.87
25 1963 980 0.0163 16.01
30 2827 1412 275 0.0115 16.23
40 5026 2512 495 236 0.029 14.3 0.0064 16.16
50 7853 3925 778 377 0.018 14.00 0.004 15.96
60 5653 1123 550 0.013 15.01
90 2537 1257 0.0051 13.19
120 4516 2245 0.0022 10.07
Interpretation
Depth Meter
Interpreted Lithology
0.0 - 0.8 Dry Surface material
(Res ≈21.8 Ohm meter)
0.8 -3.2 Dry Silty Clay
(Res ≈40.1 Ohm meter)
3.2-12.0 Moist Fine to medium
Silty Sand (Res ≈ 12.2 Ohm meter)
12.0-44.5
Fine to Medium Sand with Marginal
quality water (Res ≈ 18.8 Ohm meter)
44.5-120
Fine to Medium Sand with Brackish
quality water (Res ≈ 7.1 Ohm meter)
DELINEATION OF SUBSURFACE LITHOLOGICAL AND HYDROGEOLOGICAL CONDITIONS
Site ID: Chak No. 43 DNB, Tehsil Yazman, District Bahawalpur.
ELECTRICAL RESISTIVITY SURVEY
ELECTRICAL SOUNDING FIELD DATA
Project: Punjab Saaf Pani Project Location: 43 DNB, Tehsil: Yazman. District: Bahawalpur.
Coordinates :( 29.06677, 71.37501) VES No: 02
Date: 1/9/2015 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 1.2 14.16
3 27.5 0.356 9.7
5 77.8 0.127 9.9
7 153.2 75.4 0.078 11.9 0.1647 12.42
10 313 156 0.044 13.77 0.096 14.97
15 706 352 0.0525 18.50
20 1256 627 0.0296 18.56
25 1963 980 0.018 17.66
30 2827 1412 275 0.0119 16.91
40 5026 2512 495 236 0.030 14.85 0.006 15.07
50 7853 3925 778 377 0.018 14.00 0.0036 14.21
60 5653 1123 550 0.011 12.35
90 2537 1257 0.0031 8.06
120 4516 2245 0.0011 5.06
Interpretation
Depth Meter
Interpreted Lithology
0.0-0.8 Dry Surface material
(Res ≈24.3 Ohm meter)
0.8-3.8 Moist Silty Clay
(Res ≈7.2 Ohm meter)
3.8-11.9 Dry Fine to medium
Silty Sand (Res ≈ 36.9 Ohm meter)
11.9-35.9
Fine to Medium Sand with Brackish
quality water (Res ≈ 10.3 Ohm meter)
35.9-120 Fine to Medium
Sand with saline water (Res ≈ 3.9 Ohm meter)
DELINEATION OF SUBSURFACE LITHOLOGICAL AND HYDROGEOLOGICAL CONDITIONS
Site ID: Chak No. 43 DNB, Tehsil Yazman, District Bahawalpur.
THE RESULTS
Based on the interpretation of resistivity soundings i.e. VES No-1 located at (29.06513, 71.37565) and VES No-2 located at (29.06677, 71.37501) & hydrogeological reconnaissance study of the area following results have been deduced from the study.
Depth to water table lies from NSL to 12meter in the area. Subsurface lithology is dominantly fine to course Sand with inter-bedding of Clay of
variable thickness. The area has been distributed lithlogically into three major resistivity zones but hydrogeologically seems uniform as described below; ZONE ABOVE WATER TABLE
This zone extends from ground level to almost 12 meter depth. The resistivity values in this zone are haphazard depending upon many natural and cultural factors like surface materials, their compactness and moisture contents etc.
LOW RESISTIVITY ZONE
Interpreted resistivity values ≈ 10-25 Ohm-m falls in low resistivity zone. Interpreted lithology of 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 water in this zone is ≥ 3000 µs/cm and mineral content i.e. total dissolved solids (TDS) are ≥ 1500 ppm.
VERY LOW RESISTIVITY ZONE
Interpreted resistivity values ≤ 10 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 Saline groundwater quality. Estimated Electrical Conductivity (EC) of the groundwater in this zone is ≥ 5000 µs/cm and mineral content i.e. total dissolved solids (TDS) are ≥ 2500 ppm.
RECOMMENDATIONS
Since the results of ERS survey conducted in the area shows contaminated water in both lithological layers below water table so following parameters are recommended;
Search for any alternate location for safe installation of tubewell in the area.
Low Resistivity Zone can be considered favorable for drawing marginal quality water from water table to 50 meter depth at VESNo.1.
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.
DELINEATION OF SUBSURFACE LITHOLOGICAL AND HYDROGEOLOGICAL CONDITIONS
Site ID: Chak No. 195 Murad, Tehsil: Hasilpur, District: Bahawalpur.
ELECTRICAL RESISTIVITY SURVEY
ELECTRICAL SOUNDING FIELD DATA
Project: Punjab Saaf Pani Project Location: Chak 195 Murad, Tehsil: Hasilpur. District: Bahawalpur.
Coordinates :( 29.47087, 72.54797) VES No: 01
Date: 3/9/2015 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 4.2 49.56
3 27.5 1.98 32.45
5 77.8 0.3107 24.18
7 153.2 75.4 0.462 24.58 0.3084 23.26
10 313 156 0.078 24.41 0.161 25.11
15 706 352 0.0571 20.13
20 1256 627 0.031 19.43
25 1963 980 0.0166 16.31
30 2827 1412 275 0.0094 13.29
40 5026 2512 495 236 0.02 9.9 0.002 5.02
50 7853 3925 778 377 0.0110 8.6 0.0021 8.4
60 5653 1123 550 0.0068 7.7
90 2537 1257 0.0025 6.5
120 4516 2245 0.0013 5.9
Interpretation
Depth Meter
Interpreted Lithology
1.40.0 Dry Surface material
(Res ≈54.8 Ohm meter)
1.4-3.4 Moist Silty Clay
(Res ≈16.7 Ohm meter)
3.4-10.9 Dry Fine to medium
Sand / Hard Silty Clay (Res ≈ 29.7 Ohm meter)
10.9-24.8
Fine to Medium Sand with marginal to
saline quality water (Res ≈ 7.4 Ohm meter
24.8-120
Fine to Medium Sand with saline
quality water (Res ≈ 5.7 Ohm meter)
DELINEATION OF SUBSURFACE LITHOLOGICAL AND HYDROGEOLOGICAL CONDITIONS
Site ID: Chak No. 195 Murad, Tehsil: Hasilpur, District: Bahawalpur.
ELECTRICAL RESISTIVITY SURVEY
ELECTRICAL SOUNDING FIELD DATA
Project: Punjab Saaf Pani Project Location: 195 Murad, Tehsil: Hasilpur. District: Bahawalpur.
Coordinates :( 29.47319, 72.54987) VES No: 02
Date: 3/9/2015 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 6.09 71.86
3 27.5 2.13 58.57
5 77.8 0.538 41.85
7 153.2 75.4 0.220 33.66
10 313 156 0.099 30.98 0.200 31.21
15 706 352 0.0411 29.05 0.092 32.38
20 1256 627 0.046 28.84
25 1963 980 0.0230 22.60
30 2827 1412 275 0.012 16.94
40 5026 2512 495 236 0.032 15.84 0.0055 14.06
50 7853 3925 778 377 0.0168 13.12 0.0034 13.67
60 5653 1123 550 0.009 10.49
90 2537 1257 0.0029 7.5
120 4516 2245 0.0013 6.13
Interpretation
Depth Meter
Interpreted Lithology
0.0-2.4 Dry Surface material
(Res ≈69.9 Ohm meter)
2.4-4.6 Moist Silty Clay
(Res ≈18.3 Ohm meter)
4.6-14.6 Dry Fine to medium
Sand / Hard Silty Clay (Res ≈ 35.6 Ohm meter)
14.6-29.9
Fine to Medium Sand with marginal to
saline quality water (Res ≈ 10.2 Ohm meter
29.9-120 Fine to Medium Sand
with saline quality water (Res ≈ 5.5 Ohm meter)
DELINEATION OF SUBSURFACE LITHOLOGICAL AND HYDROGEOLOGICAL CONDITIONS
Site ID: Chak No. 195 Murad, Tehsil: Hasilpur, District: Bahawalpur.
THE RESULTS
Based on the interpretation of resistivity soundings i.e. VES No-1 located at (29.47087,
72.54797) and VES No-2 located at (29.47319, 72.54987) & hydrogeological
reconnaissance study of the area followings are the results of interpreted ERS data.
Depth to water table varies from 11 to 15 meter in the area.
Subsurface lithology is dominantly fine to course Sand with inter-bedding of Clay of
variable thickness.
Interpretation of VES data shows that three lithological zones with following
hydrogeological conditions have been identified;
ZONE ABOVE WATER TABLE
This zone extends from ground level to almost 15 meter depth. The resistivity values
in this zone are haphazard depending upon many natural and cultural factors like
surface materials, their compactness and moisture contents etc.
LOW RESISTIVITY ZONE
Interpreted resistivity values ≈ 10-25 Ohm-m falls in low resistivity zone. This zone
has been encountered at VES No-2 at 15 to 30 meter depth. Interpreted lithology of
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 ≥
3000 µs/cm and mineral content i.e. total dissolved solids (TDS) are ≥ 1500 ppm.
VERY LOW RESISTIVITY ZONE
Interpreted resistivity values ≤ 10 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 Saline groundwater quality. Estimated
Electrical Conductivity (EC) of the formation water in this zone is ≥ 5000 µs/cm and
mineral content i.e. total dissolved solids (TDS) are ≥ 2500 ppm.
RECOMMENDATIONS
Since the results of ERS survey conducted in the area shows contaminated water in
both lithological layers below water table so following parameters are recommended;
Low Resistivity Zone can be used for drawing brackish to saline quality water for
RO/UF plant up to 30 meter depth at VES No. 2 only.
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.
DELINEATION OF SUBSURFACE LITHOLOGICAL AND HYDROGEOLOGICAL CONDITIONS
Site ID: Chak No. 6 DNB, Tehsil: Yazman, District: Bahawalpur.
ELECTRICAL RESISTIVITY SURVEY
ELECTRICAL SOUNDING FIELD DATA
Project: Punjab Saaf Pani Project Location: Chak 6 DNB, Tehsil: Yazman. District: Bahawalpur.
Coordinates :( 29.09833, 71.53634) VES No: 01
Date: 1/9/2015 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 0.491 5.79
3 27.5 0.240 6.6
5 77.8 0.1028 8
7 153.2 75.4 0.1597 8.5
10 313 156 0.029 9.10 0.060 9.50
15 706 352 0.0119 8.43 0.0247 8.7
20 1256 627 0.0128 8.01
25 1963 980 0.0074 7.26
30 2827 1412 275 0.0044 6.35
40 5026 2512 495 236 0.0108 5.36 0.0020 5.18
50 7853 3925 778 377 0.0055 4.91
60 5653 1123 550 0.0037 4.21
90 2537 1257 0.0012 3.1
120 4516 2245 0.0005 2.7
Interpretation
Depth Meter
Interpreted Lithology
0.0-1.1 Moist Surface material (Res ≈3.8 Ohm meter)
1.1-5.7 Moist Silty Clay / Sand (Res ≈12.9 Ohm meter)
5.7-12.7 Moist Fine to medium
Silty Sand (Res ≈ 8.0 Ohm meter)
12.7-42.7 Fine to Medium Sand
with saline water (Res ≈ 4.0 Ohm meter)
42.7-120 Fine to Medium Sand
with saline water (Res ≈ 2.0 Ohm meter)
DELINEATION OF SUBSURFACE LITHOLOGICAL AND HYDROGEOLOGICAL CONDITIONS
Site ID: Chak No. 6 DNB, Tehsil: Yazman, District: Bahawalpur.
ELECTRICAL RESISTIVITY SURVEY
ELECTRICAL SOUNDING FIELD DATA
Project: Punjab Saaf Pani Project Location: Chak 6 DNB, Tehsil: Yazman. District: Bahawalpur.
Coordinates :( 29.09562, 71.53804) VES No: 02
Date: 1/9/2015 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 1.17 13.8
3 27.5 0.730 15.01
5 77.8 0.243 18.9
7 153.2 75.4 0.3385 18.01
10 313 156 0.054 16.90 0.109 17.0
15 706 352 0.022 15.72 0.045 15.84
20 1256 627 0.024 15.0
25 1963 980 0.0138 13.61
30 2827 1412 275 0.0085 12.0
40 5026 2512 495 236 0.020 9.9 0.0041 10.21
50 7853 3925 778 377 0.010 7.78 0.0018 7.23
60 5653 1123 550 0.006 6.73
90 2537 1257 0.0019 4.91
120 4516 2245 0.0008 3.86
Interpretation
Depth Meter
Interpreted Lithology
0.0-0.6 Moist Surface material (Res ≈7.1 Ohm meter)
0.6-7.3 Moist Silty Clay / Sand (Res ≈22.3 Ohm meter)
7.3-15.9
Fine to Medium Sand with marginal to
saline quality water (Res ≈ 11.9 Ohm meter)
15.9-47.8 Fine to Medium Sand
with saline water (Res ≈ 6.5 Ohm meter)
47.8-120 Fine to Medium Sand
with saline water (Res ≈ 2.6 Ohm meter)
DELINEATION OF SUBSURFACE LITHOLOGICAL AND HYDROGEOLOGICAL CONDITIONS
Site ID: Chak No. 6 DNB, Tehsil: Yazman, District: Bahawalpur.
THE RESULTS
Based on the interpretation of resistivity soundings i.e. VES No-1 located at (29.09833,
71.53634) and VES No-2 located at (29.09562, 71.53804) & hydrogeological
reconnaissance study of the area following results have been deduced from the study.
Depth to water table varies from 5.7 to 7.3 meter in this village.
Subsurface lithology is dominantly fine to course Sand with inter-bedding of Clay of
variable thickness.
The area has been distributed lithlogically into two major resistivity zones i.e. zone
above water table and very low resistivity zone as described below;
ZONE ABOVE WATER TABLE
This zone extends from ground level to almost 7.5 meter depth. The resistivity
values in this zone are haphazard depending upon many natural and cultural factors
like surface materials, their compactness and moisture contents etc.
LOW RESISTIVITY ZONE
Interpreted resistivity values ≈ 10-25 ohm-m falls in low resistivity zone. Interpreted
lithology of 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
≥ 3000 µs/cm and mineral content i.e. total dissolved solids (TDS) are ≥ 1500 ppm.
VERY LOW RESISTIVITY ZONE
This zone is interpreted immediately below water table with resistivity values ≤ 10
Ohm-m and water quality is uniform throughout the depth of exploration while
change in lithology has been detected at both ERS points from 42 to 46 meter depth.
This zone has Saline groundwater quality with Electrical Conductivity (EC) of the
water in this zone is ≥ 5000 µs/cm and mineral content i.e. total dissolved solids
(TDS) are ≥ 2500 ppm.
RECOMMENDATIONS
Since the results of ERS survey conducted in the area shows contaminated water in
both lithological layers below water table so following parameters are recommended;
Search for any alternate location for safe installation of tubewell in the area.
Saline water is available which can be extracted for treatment or filtration plant.
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.
DELINEATION OF SUBSURFACE LITHOLOGICAL AND HYDROGEOLOGICAL CONDITIONS
Site ID: ChakGobind, Tehsil:Ahmadpur East, District: Bahawalpur.
ELECTRICAL RESISTIVITY SURVEY
ELECTRICAL SOUNDING FIELD DATA
Project: Punjab Saaf Pani Project Location: Chak Gobind, Tehsil: Ahmadpur East. District: Bahawalpur.
Coordinates :( 29.34603, 71.26558) VES No: 01
Date: 1/9/2015 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 1.58 18.64
3 27.5 0.684 18.81
5 77.8 0.340 26.45
7 153.2 75.4 0.6601 35.12
10 313 156 0.151 47.25 0.313 48.82
15 706 352 0.091 64.24 0.189 66.52
20 1256 627 0.131 82.13
25 1963 980 0.0899 88.14
30 2827 1412 275 0.067 94.6
40 5026 2512 495 236 0.178 88.11 0.034 87.91
50 7853 3925 778 377 0.1044 81.24 0.0206 80.85
60 5653 1123 550 0.0685 76.92
90 2537 1257 0.0219 55.81
120 4516 2245 0.0104 47.17
Interpretation
Depth Meter
Interpreted Lithology
0.0-0.7 Dry Surface material
(Res ≈23.8 Ohm meter)
0.7-2.2 Moist Silty Clay
(Res ≈ 11.8 Ohm meter)
2.2-15.6 Moist Fine to medium
Silty Sand (Res ≈ 198.4 Ohm meter)
15.6-36.4 Medium to Coarse Sand with Fresh quality water (Res ≈ 56.8 Ohm meter)
36.4-120
Fine to Medium Sand with Marginal quality
water (Res ≈ 20.7 Ohm meter)
DELINEATION OF SUBSURFACE LITHOLOGICAL AND HYDROGEOLOGICAL CONDITIONS
Site ID: ChakGobind, Tehsil:Ahmadpur East, District: Bahawalpur.
ELECTRICAL RESISTIVITY SURVEY
ELECTRICAL SOUNDING FIELD DATA
Project: Punjab Saaf Pani Project Location: Chak Gobind, Tehsil: Ahmadpur East. District: Bahawalpur.
Coordinates :( 29.34656, 70.26075) VES No: 02
Date: 1/9/2015 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 1.47 17.34
3 27.5 0.815 22.41
5 77.8 0.430 33.45
7 153.2 75.4 0.8494 45.19
10 313 156 0.180 56.34 0.375 58.5
15 706 352 0.097 68.48 0.202 71.10
20 1256 627 0.133 83.39
25 1963 980 0.0981 96.17
30 2827 1412 275 0.072 101.66
40 5026 2512 495 236 0.045 113.0
50 7853 3925 778 377 0.167 129.9 0.029 113.8
60 5653 1123 550 0.110 123.5 0.019 107.4
90 2537 1257 0.040 101.55
120 4516 2245 0.021 95.25
Interpretation
Depth Meter
Interpreted Lithology
0.0-0.9 Dry Surface material
(Res ≈17.3 Ohm meter)
0.9-2.7 Moist Silty Clay/sand
(Res ≈20.0 Ohm meter)
2.7-13.0 Moist Fine to medium
Silty Sand (Res ≈ 225.7 Ohm meter)
13.0-80.6 Medium to Coarse Sand with Fresh quality water (Res ≈ 106.6 Ohm meter)
80.6-120
Fine to Medium Sand with Marginal quality
water (Res ≈ 20.2 Ohm meter)
DELINEATION OF SUBSURFACE LITHOLOGICAL AND HYDROGEOLOGICAL CONDITIONS
Site ID: ChakGobind, Tehsil:Ahmadpur East, District: Bahawalpur.
THE RESULTS
Based on the interpretation of resistivity soundings i.e. VES No-1 located at (29.34603,
71.26558) and VES No-2 located at (29.34656, 70.26075), following results have been
derived;
Depth to water table varies from 13 to 16 meterin 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 ground level to almost 16 meter depth. 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 is interpreted to be having fresh groundwater quality. 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 water in this zone is ≥ 1500
µs/cm and mineral content i.e. total dissolved solids (TDS) are ≥ 1000 ppm.
RECOMMENDATIONS
Based on the results of ERS surveys conducted in the area two 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 80 meter depth at VES-2 and approximately 36 meter depth at VES-1.
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.
DELINEATION OF SUBSURFACE LITHOLOGICAL AND HYDROGEOLOGICAL CONDITIONS
Site ID: MochiWala, Tehsil: KhairpurTamewali, District: Bahawalpur.
ELECTRICAL RESISTIVITY SURVEY
ELECTRICAL SOUNDING FIELD DATA
Project: Punjab Saaf Pani Project Location: Mochi Wala, Tehsil: Khairpur Tamewali. District: Bahawalpur.
Coordinates :( 29.51021, 72.08736) VES No: 01
Date: 3/9/2015 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 2.5 29.5
3 27.5 1.25 34.37
5 77.8 0.6443 50.13
7 153.2 75.4 0.406 62.19 0.8168 61.59
10 313 156 0.2445 76.54 0.4841 75.53
15 706 352 0.240 84.48
20 1256 627 0.1421 89.13
25 1963 980 0.0915 89.69
30 2827 1412 275 0.0638 90.10
40 5026 2512 495 236 0.144 71.29 0.029 72.8
50 7853 3925 778 377 0.0889 69.23 0.0174 68.47
60 5653 1123 550 0.0531 59.67
90 2537 1257 0.0165 42.11
120 4516 2245 .00712 32.19
Interpretation
Depth Meter
Interpreted Lithology
0.0-1.2 Dry Surface material
(Res ≈19.3 Ohm meter)
1.2-13.0 Dry Silty Clay / sand
(Res ≈121.9 Ohm meter)
13.0-35.4 Medium to Coarse Sand with Fresh quality water (Res ≈ 57.7 Ohm meter)
35.4-64.1
Medium to Coarse Sand with marginal quality
water (Res ≈ 36.4 Ohm meter
64.1-120
Fine to Medium Sand with Brackish quality
water (Res ≈ 14.3 Ohm meter)
DELINEATION OF SUBSURFACE LITHOLOGICAL AND HYDROGEOLOGICAL CONDITIONS
Site ID: MochiWala, Tehsil: KhairpurTamewali, District: Bahawalpur.
ELECTRICAL RESISTIVITY SURVEY
ELECTRICAL SOUNDING FIELD DATA
Project: Punjab Saaf Pani Project Location: Mochi Wala, Tehsil: Khairpur Tamewali. District: Bahawalpur.
Coordinates :( 29.50238, 72.08915) VES No: 02
Date: 3/9/2015 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 10.69 126.14
3 27.5 2.34 64.35
5 77.8 0.3132 24.37
7 153.2 75.4 0.2736 14.56 0.1884 14.21
10 313 156 0.059 9.21
15 706 352 0.0200 7.06
20 1256 627 0.0103 6.5
25 1963 980 0.0061 6.01
30 2827 1412 275 0.021 5.77 0.0042 5.98
40 5026 2512 495 236 0.0139 6.91 0.0027 6.87
50 7853 3925 778 377 0.0103 8.06
60 5653 1123 550 0.0082 9.26
90 2537 1257 0.0055 14.12
120 4516 2245 0.0033 15.21
Interpretation
Depth Meter
Interpreted Lithology
0.0-1.2 Dry Surface material
(Res ≈191.0 Ohm meter)
1.2-5.7 MoistSilty Clay / sand
(Res ≈13.7 Ohm meter)
5.7-25.4 Moist Clayey Silty Sand
(Res ≈4.4 Ohm meter)
25.4-105.2
Medium to Coarse Sand with marginal quality
water (Res ≈ 35.4 Ohm meter
105.2-120
Fine to Medium Sand with brackish quality
water (Res ≈ 10.0 Ohm meter)
DELINEATION OF SUBSURFACE LITHOLOGICAL AND HYDROGEOLOGICAL CONDITIONS
Site ID: MochiWala, Tehsil: KhairpurTamewali, District: Bahawalpur.
THE RESULTS
Based on the interpretation of resistivity soundings i.e. VES No-1 located at (29.51021,
72.08736) and VES No-2 located at (29.50238, 72.08915), following results have been
deduced;
Depth to water table at VES-1 is 13 meter while at VES-2 (Located in desert) is at
24 - 26 meter.
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 14 to 25 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 having thin contribution of 20 meters only at VES-1is the prominent
feature and is interpreted to be having fresh groundwater quality. 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.
MEDIUM RESISTIVITY ZONE
Interpreted resistivity values ≈25-50 Ohm-m constitutes medium resistivity zone.
Interpreted lithology of this zone is predominantly fine to medium grained sand with
clay layers of variable thickness.
The contribution of this zone has been interpreted at VES-1 from 35 to 65 meter
depth while at VES No-2 it extends from 26 to 105 meter depth having marginal
groundwater quality. Estimated Electrical Conductivity (EC) of the fresh water in
this zone is ≈ 1600 - 2400 µs/cm and mineral content i.e. total dissolved solids
(TDS) are ≈800-1200 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 fresh water in this zone is≥
2400 µs/cm and mineral content i.e. total dissolved solids (TDS) are ≥ 1200 ppm.
DELINEATION OF SUBSURFACE LITHOLOGICAL AND HYDROGEOLOGICAL CONDITIONS
Site ID: MochiWala, Tehsil: KhairpurTamewali, District: Bahawalpur.
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 36 meter depth at VES-1 only.
Marginal quality water can be drawn from Medium Resistivity Hydrogeological Zone at both ERS points up to 100 meter depth.
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.