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Table 2 Chemical data (major elements) of the investigated groundwater samples

From: Rock-water interaction processes based on geochemical modeling and remote sensing applications in hyper-arid environment: cases from the southeastern region of Egypt

Well no.

Aquifer

Eh

pH

EC (μS/cm)

TDS (mg/l)

Cation (mg/l)

Anion (mg/l)

SAR

Ca2+

Mg2+

Na+

K+

CO32−

HCO3

SO42−

Cl

1

Alluvial

127

7.7

4200

2427

196.30

111.6

500

7

0.00

137.25

464.06

1079.4

7

2

129

7.6

3970

2153

242.60

108.0

360

6

0.00

134.20

469.5

899.50

4.8

3

82

8.4

3420

2068

135.63

100.6

410

14

30.00

219.60

780

488.30

6.5

4

81

8.4

2408

1253

58.56

114.0

210

13

30.00

259.25

388.92

308.40

3.6

5

104

7.6

13,810

8386

654.40

318.4

1850

20

15.00

79.30

2044.65

3443.8

14

6

107

7.9

16,410

9750

703.60

390.9

2200

17

15.00

122.00

1942.35

4420.4

16.5

7

119

7.4

19,940

11,053

1280.0

555.7

2000

16

0.00

54.90

800

6373.6

11.7

8

124

7.6

33,100

18,854

2117.0

778.8

3700

31

0.00

61.00

1274

10,922

17.4

9

119

7.4

17,320

10,095

1375.0

373.2

1750

20

0.00

45.75

900

5654

10.8

10

100

7.4

13,340

7880

1075.0

190.3

1400

16

0.00

67.10

1567.6

3598

10.3

11

90

7.5

11,550

6446

1100.0

127.7

1050

17

0.00

45.75

633.05

3495

8

12

Nubian Sandstone

130

7.8

1394

776

80.69

40.46

125

10

0.00

167.75

198.47

237.47

2.8

13

145

7.3

25,350

14,388

562.90

727.3

3700

36

15.00

207.40

1841.9

7401

24

14

94

8.5

1621

757

15.63

11.69

245

7

0.00

85.40

64.72

370

11.5

15

97

8.1

1653

778

21.39

36.09

200

9

0.00

115.90

155.45

298.12

6

16

98

8

2045

915

27.80

47.46

230

11

15.00

152.50

178.31

328.96

6

17

96

7.9

2186

943

28.00

58.39

230

11

15.00

146.40

146

380.36

5.6

18

93

7.4

703

341

59.00

20.03

32

6

0.00

122.00

52

110.51

1.1

19

96

7.2

862

425

76.56

22.79

40

9

0.00

158.60

61.192

136.21

1.1

20

93

8.3

723

356

42.46

26.99

40

12

15.00

158.60

53.152

87.38

1.18

21

96

8

655

311

49.76

20.11

32

7

15.00

122.00

37.884

88.67

1.1

22

88

7.9

696

346

58.32

20.84

32

6

15.00

122.00

50.196

102.80

1.1

23

94

7.2

1003

579

99.43

25.03

65

7

0.00

167.75

144.615

154.20

1.51

24

Fractured basement

80

8.3

685

320

13.95

47.80

36

5

15.00

170.80

30.3

86.10

1.04

25

82

8.5

768

353

13.85

50.31

44

7

15.00

183.00

28.636

102.80

1.23

26

90

8.1

5280

3522

140.10

82.84

620

4

15.00

122.00

1751.34

848.10

10

27

75

8.2

862

502

15.91

68.50

55

3

15.00

122.00

178.4

105.37

1.33

28

133

6.7

35,800

19,375

3839.0

477.2

2450

25

0.00

39.65

228.12

12,336

9.9

29

66

8.1

1837

817

45.69

19.34

230

2

18.00

195.20

105.94

298.12

7.19

30

68

8.1

2068

1139

63.72

20.34

320

3

15.00

207.40

243.1

370.08

8.94

31

80

7.8

1931

1027

159.80

40.53

160

3

15.00

213.50

120

421.48

2.93

32

97

7.4

7240

4289

621.00

178.3

620

2

15.00

106.75

1000

1799

5.62

33

85

7.4

3900

2079

294.60

82.86

320

2

18.00

131.15

396.9

899.50

4.24

34

93

7.2

8290

4986

678.00

194.1

750

3

0.00

106.75

1200

2107

6.5

35

94

7.3

10,500

6151

737.50

171.1

1100

10

15.00

134.20

1994.15

2056

9.4

36

85

7.8

9210

5138

487.90

164.9

1100

16

6.00

97.60

1103.75

2210

11

37

96

7.6

23,340

13,673

1200.0

503.0

2800

20

0.00

122.00

3331.9

5756.8

17

Rainfall

7.0

125

80

10.80

3.01

15

2

0.00

49.00

10

15.00

1.00

Sea water

124

8

66,400

38,021

721.20

1668

11,000

330

21.00

64.05

1761.5

22,487

51.4

P.L

 

6.5–8.5

 

1000

200

150

200

250

500

 
  1. P.L permissible limit according to EHCW (2007), SAR sodium adsorption ratio