Assessment of Groundwater Geochemistry of Vel River basin, Western Maharashtra, India

Satyajit Gaikwad 1 , Nasir Pathan 1 , Nikhil Bansode 2 , Suryakant Gaikwad 1 , Yogesh Badhe 3 , Tejas Naik 1 , sneha sawant 1

1.Department of Geology, Savitribai Phule Pune University, Pune - 411 007 (India).

2.Geological Survey of India, State Unit, Tamilnadu and Puducherry, Chennai, Tamilnadu (India).

3.Department of Geography, Savitribai Phule Pune University, Pune - 411007 (India).

Dr.Satyajit Gaikwad*

*.Department of Geology, Savitribai Phule Pune University, Pune

Dr.Pramodkumar Hire 1

1.Department of Geography, HPT Arts and RYK Science College, Nashik - 422 005.

13-11-2020
20-08-2020
07-11-2020
08-11-2020

Graphical Abstract

Highlights

  1. Area under study is covered with Deccan Basalt and aquifers are mostly fractured and compact in upper and middle part of the basin.
  2. Most predominant cations are Na and Ca followed by Mg while in anions HCO3, and Cl are dominant anions than SO4.
  3. The dominant hydrochemical facies Ca+Mg, Na+K; Cl+SO4 HCO3 facies, found in 83.3 % samples indicating the alkaline earth is exceeding the alkalis and the strong acids exceeds the weak acids.
  4. The data compared with World Health Organization standards found that pH, Total Hardness (TH) and Magnesium (Mg) of the samples are more % of samples falling above Desirable limit.
  5. Different parameters like Sodium Absorption Ratio (SAR), Soluble Sodium Percentage (SSP) and Kelly ratio (KR) have been calculated to analyse the quality of water for irrigation.
  6. In SSP, 33.3 % samples are permissible, while 66.6% samples are doubtful for irrigation purpose.

Abstract

To study the chemistry of major ion in groundwater from Vel (Velu) River basin, sixty (60) samples of dug wells and bore wells were collected and analyzed using standard techniques given by APHA. It shows order of dominance for cations, Na+ > Ca2+ > Mg2+ > K+ and in anionic concentration as HCO3- > Cl- > SO42- in groundwater. The pH of groundwater is slightly alkaline (range: pH 7.0 - 8.1), while average values of Electrical Conductivity (EC) is about 2641 µS/cm indicating high mineralization of groundwater. In general, the cationic concentration (Na+, K+, Ca2+ and Mg2+) of the groundwater increase in the downstream side (from Northwest to South east), suggesting geological control on the composition of groundwater while highest concentration is in lower part of the basin are generally associated with the high salinity. In the major anions, bicarbonate (HCO3-) is higher due to rock-water interaction. Average value of chloride is about of 235 mg/L due to discharge zones along with anthropogenic activities. The geochemical data plotted on Piper Trilinear Diagram is showing dominant hydro-chemical facies: Ca2++Mg2+, Na++ K+, Cl-+ SO42- -HCO3- found in 83.3 % samples indicating the alkaline earth exceeding the alkalis and the strong acids exceeds the weak acids. The pH, Total Hardness (TH) and Magnesium (Mg2+) of the samples show more proportion of samples falling above desirable limit. Otherwise the quality of groundwater is good for drinking. The irrigation indices like SAR, KR and SSP were considered to evaluate groundwater suitability for irrigation. Comparing with SAR parameter all samples are excellent to good for irrigation. In SSP, 33.3 % samples are within permissible, while 66.6% samples are doubtful for irrigation purpose. In KR almost all samples (excluding 04 samples in lower side of basin) are suitable for irrigation. So, variations in climate, geology with anthropogenic activities are modifying the groundwater geochemistry of Vel River Basin.

Keywords

Chemical Concentrations , Geochemistry , Groundwater , Physicochemical Parameters , Vel River basin

1 . INTRODUCTION

In freshwater, groundwater is very important source on the earth (Brindha et al., 2011) and it is major source for drinking in the rural parts of the developing nations (Brindha et al., 2010; Wagh et al., 2016). The chemistry of groundwater modifies by natural and anthropogenic activities (Wagh et al., 2018). Rock weathering and its dissolution is the most important mechanism that modifies the chemistry of groundwater (Weijden and Pacheco, 2006; Pawar and Nikumbh, 2007). Along with it, interaction of water with aquifer minerals along the flow path in the sub-surface and evaporation and precipitation of surface waters also modifies its chemistry (Domenico, 1972; Wallick and Toth, 1976; Adimalla et al., 2018; Kadam et al., 2020; Mukate et al., 2020; Kumari and Rai, 2020). Geochemical scatter plots give important clues about the sources of ions and pollution in groundwater (Pawar et al., 2008; Wagh et al., 2018; Wagh et al., 2019; Gaikwad et al., 2020).

Due to rapid rise in and growth of agricultural and industrial sectors and demand of groundwater has increased in many folds (Brindha and Elango, 2014; Adimalla et al., 2018; Wagh et al., 2020). Due to this development, pollution of water bodies has been increasing (Brindha and Elango, 2014; Adimalla et al., 2018). If groundwater contains dissolved ions more than standard limit, then it is harmful and unsuitable for use (Pawar et al., 2008; Brindha et al., 2011; Wagh et al., 2019a; Wagh et al., 2020; Kadam et al., 2020; Mukate et al., 2020). So the quality of groundwater for drinking as well as for irrigation purpose also can be studied comparing it with WHO standards and using different parameters like Sodium Absorption Ratio (SAR), Soluble Sodium Percentage (SSP) and Kelly Ratio (KR), respectively.

In absence of any scientific work in the area under investigation except some government organizations like CGWB (2013) and GSDA (2003) and Gaikwad et al., (2018), it is necessary to find out sources and pathways of migration of these ions in the groundwater.

The objectives of this study are to understand the spatial-temporal distribution of major ion in groundwater as well as to identify the geogenic as well as anthropogenic pollution sources in it and to investigate the groundwater quality for drinking and irrigation purposes.

2 . STUDY AREA

Study area is Vel (Velu) River basin; a small tributary of Bhima River flows through Pune district (Figure 1). It originates near Matewadi and meets to the Bhima River near the Vitthalwadi. Vel River is on the Northern side of Pune city. Major localities in the basin are Shikrapur, Talegaon Dhamdhare, Peth, Wafgaon, Varude, Vitthalwadi and Pargaon. The basin is bound by 73º 50ʹ to 74º 10.5ʹ E longitudes and 18º 37ʹ to 19º 00ʹ N latitudes and it is a part of Survey of India’s (SOI) toposheets No. 47 F/13, 47 J/1 and 47 J/2 of scale 1: 50,000. The study area is about 352.13 sq.km. The major water harvesting structures includes Pargaon and Thitewadi Bhandhra. The average annual precipitation of the basin is about 650 mm (Supekar, 2011). It is also observed that the rainfall is moderately heavy in western part of the study area and decreases rapidly towards lower part of the basin. The temperature ranges from 10 to 32 °C in the basin.

Figure 1. Study area: Vel (Velu) River basin, Maharashtra (India)

 

3 . MATERIALS AND METHODS

3.1 Geology

The study area is a part of the Deccan Volcanic Provinces (DVP). The DVP covers an area of more than 500,000 km2, in central and western India (Powar, 1987). The many workers have studied DVP from chemostratigraphy, mineralogy and geochemistry point of view including Beane et al. (1986), Mitchell and Widowson, (1991), Subbarao et al. (1988), Subbarao et al. (1994), Sethna et al. (1996) and Melluso et al. (1999), etc.

The major lithologies exposed in the Vel basin of Lonavala and Diveghat Subgroup of Deccan Trap Supergroup (Figure 2).

 

Figure 2. Geology

 

The Indrayani and Karla Formation are part of Lonavala Subgroup while Diveghat Formation is from Diveghat Subgroup (GSI, 2001). Diveghat Formation overlies the Karla Formation. It is exposed in the western and north-eastern regions of the study area. Outcrops of this formation are witnessed on the hills and along the hill slopes above 700 m AMSL (Supekar, 2011). It comprises mainly aphyric simple flows of AA type (GSI, 2001). Lava flows of this formation are characterized by presence of vesicular, plagioclase basalt with medium grained groundmass. It is parted from the upper formation by a geomorphic break (Godbole et al., 1996). The Karla Formation occurs mostly in the central part of basin and overlying the Indrayani Formation. It essentially comprises of compound lava flows revealing pahoehoe characters (GSI, 2001). The Indrayani Formation is exposed in throughout the study area comprising of simple flows covering more than 80% of the total area.

3.2 Water Samples and Chemical Analysis

The sampling sites were selected to cover accessible part of the Vel River basin. Sixty (60) groundwater samples of wells and bore wells in different formations were collected using standard procedure for major ions analysis (APHA, 2005; CGWB, 2012; Wagh et al., 2016; Gaikwad et al., 2018; Gaikwad et al., 2020a). The location of water sampling stations in Vel River basin is shown in Figure 3.

 

Figure 3. Distribution of groundwater samples

 

Volumetric method was employed for analysis of total alkalinity, total hardness and chloride of water samples from study area are analyzed using the standard methods given by APHA (2005). For the determination of total alkalinity of groundwater samples, acidic-base titration method was used. While for determination of chloride, precipitation argent metric method of titration was used. The complex metric method of titration with EDTA (disodium salt) was used for the analysis of total hardness of groundwater. Sodium (Na+), Potassium (K+) and Calcium (Ca2+) were analyzed on the Photometer (Systronics, Make in India) in the Geochemistry Lab, in the Geology Department of Savitribai Phule Pune University (India). While Magnesium (Mg2+) analyzed by gravimetric analysis with the standard methods (APHA, 2005). Anions (Cl-, HCO3- and SO42- were analyzed on High Performance Ion Chromatography (HPIC) using standard Method (Gaikwad et al., 2020b). The physico-chemical analysis of water sample is shown in the Table 1.

Table 1. Physicochemical analysis of groundwater samples

Sr. No

Ele.(m)

latitude

longitude

pH

EC

TDS

HCO3-

Na+

K+

Ca2+

Mg2+

Cl-

SO42-

TH

CBC%

SSP

Kelly ratio

SAR

DW1

779

18°56.028'

73°55.134'

8

715

458

305

62.7

0.3

39.1

35.1

72.4

13.1

242.29

1.76

36.02

0.56

1.75

DW2

795

18°56.450'

73°54.653'

7.6

925

592

350

67

0.04

56.2

32.4

79.5

11.5

273

1.01

34.89

0.54

1.76

DW3

803

18°56.720'

73°54.394'

7.5

847

542

330

60.2

0.08

48.3

38.4

76.7

12.3

278.66

2.25

31.99

0.47

1.56

BW4

801

18°56.852'

73°54.474'

7.2

1198

767

380

97.6

1.56

65.3

51.4

122

12.6

374.82

4.6

36.09

0.56

2.19

BW5

816

18°57.267'

73°53.662'

7.2

955

611

420

68.4

0.07

72.2

45.4

82.4

11.5

367

4.44

30.58

0.44

1.55

BW6

822

18°57.555'

73°53.614'

7.1

1017

651

490

75.5

0.03

58.6

62.3

85

13.4

402.87

2.85

29.01

0.41

1.64

BW7

840

18°58.130'

73°52.993'

7.2

1752

1121

575

170

0.15

85.5

48.5

210

13.9

413.35

0.07

47.25

0.90

3.64

DW8

840

18°58.171'

73°52.832'

7.2

1004

643

375

55.8

0.11

78.3

45.3

72

11.9

4.6

3.69

24.85

0.33

1.26

DW9

859

18°58.720'

73°51.850'

7.2

838

536

330

68.3

0.01

53.7

50.6

72.4

12.3

342.39

4.9

30.28

0.43

1.61

DW10

857

18°58.843'

73°51.625'

7.3

695

445

375

93.9

0.17

46.6

41.5

59.4

12

287.2

3.9

41.55

0.71

2.41

DW11

867

18°59.496'

73°51.399'

8.1

726

465

400

64

0.05

81.5

35.9

72.4

11.5

366.21

4.8

27.55

0.38

1.45

DW12

850

18°59.665'

73°51.287'

7.5

655

419

350

65.5

0.01

45.6

41.4

56.5

11.2

284

5

33.45

0.50

1.69

DW13

841

18°58.421'

73°51.689'

7.3

670

429

325

60.4

0.03

48.2

39.6

54

11.7

294

4.2

31.72

0.46

1.56

BW14

845

18°57.812'

73°52.339'

7.7

894

572

370

59.3

0.3

50.1

45.5

80.9

11.3

312.64

1.44

29.25

0.41

1.46

DW15

785

18°'55.798'

73°56.540'

7.3

657

420

325

62.8

0.07

50.2

39.5

56.8

11.1

297.64

1.8

30.43

0.44

1.56

DW16

785

18°55.600'

73°56.704'

7.8

884

566

325

67.1

0.3

42.8

35.3

62.5

10.9

299.6

4.1

35.26

0.54

1.46

BW17

782

18°55.349'

73°56.873'

7.3

1088

696

275

72.1

0.07

55.4

35.3

98

11.4

283.6

4.3

35.64

0.55

1.86

BW18

770

18°54.698'

73°57.218'

7.9

853

546

220

78.3

0.24

35.5

30.4

118

11.3

213.24

3.42

44.46

0.80

2.33

BW19

763

18°54.566'

73°57.424'

7.3

839

537

520

92.3

1.75

40.1

50.5

79.5

11.3

308.05

-3.71

39.43

0.65

2.29

BW20

765

18°54.365'

73°58.596'

7.7

698

447

420

85.6

0.07

30.3

41.4

49.7

10.7

245.94

0.75

43.11

0.76

2.38

BW21

765

18°54.365'

73°58.625'

7.5

656

420

400

78.8

0.03

33.3

42.3

93.7

11.3

257.58

-4.78

40.02

0.67

2.14

BW22

760

18°54.312'

73°59.281'

7.6

928

594

450

95.1

0.86

45.6

40.5

61.1

11.5

280.61

2.23

42.51

0.74

2.47

DW23

750

18°54.398'

73°59.396'

7.3

1249

799

460

78.7

3.23

58.8

61.2

85.2

11.5

398.89

4.61

30.03

0.43

1.71

DW24

742

18°53.971'

73°59.321'

7.9

825

528

355

85.7

0.32

35.5

35.2

44

10.9

233.44

4.12

44.54

0.80

2.42

DW25

726

18°52.997'

73°59.313'

8

832

532

390

84.7

0.18

48.8

53

107

10.9

340.29

4.29

35.11

0.54

2.00

BW26

714

18°52.760'

73°59.317'

7.4

1126

721

425

93.4

0.62

53.4

42.5

92.3

11.2

308.33

2.77

39.73

0.66

2.31

DW27

742

18°52.521'

73°57.450'

7.3

1095

701

520

100

2.36

65.2

53.5

120

11.1

382.9

-0.34

36.36

0.57

2.23

BW28

801

18°54.454'

73°58.171'

7.7

1447

926

425

111

0.02

62.2

52.4

207

12.2

370.95

-3.31

39.41

0.65

2.50

BW29

756

18°53.453'

74°00.832'

7.9

752

481

360

62.3

0.03

34.4

40.4

45.4

11.2

255.14

2.67

34.74

0.53

1.70

DW30

709

18°52.455'

73°59.886'

7.8

979

627

315

75.5

0.17

45.6

39

82.4

11.7

274.29

4.3

37.44

0.60

1.98

DW31

690

18°51.427'

74°00.480'

7.2

1247

798

375

82.2

7.02

52.6

41.3

108

12.7

301.24

1.65

37.27

0.59

2.06

BW32

686

18°50.954'

74°00.273'

7.3

806

516

350

76.4

0.03

51.2

36.3

71

11.8

277.61

4.2

37.47

0.60

2.00

BW33

687

18°49.764'

73°59..823'

7.3

616

394

375

68.6

0.02

38.1

45.1

51.1

11.8

280.84

4.65

34.77

0.53

1.78

DW34

708

18°49.642'

73°58.522'

7.1

885

566

500

91

0.05

50.1

60.2

76.6

11.4

373.2

3.26

34.71

0.53

2.05

DW35

581

18°41.998'

74°08.056'

7.4

1870

1197

425

120

0.19

96.4

56.3

29.6

12

472.22

2.67

39.72

0.66

2.40

DW36

592

18°43.445'

74°06.935'

7.4

1081

692

455

95.6

0.5

62.4

45.5

112

11.9

343.2

0.73

37.78

0.61

2.25

DW37

591

18°43.215'

74°06.245'

7.2

936

599

470

99

1.64

42.1

52

80.9

11.1

319.37

2.43

40.26

0.67

2.41

BW38

617

18°43.215'

74°06.345'

7.6

796

509

395

81.5

0.2

41

48.1

76.2

11

300.58

3.75

37.13

0.59

2.05

BW39

611

18°45.175'

74°05.861'

7.7

980

627

495

110

0.03

58.4

52.5

93.7

12.2

361

4.45

39.95

0.67

2.53

DW40

620

18°45.494'

74°05.786'

7.5

932

596

455

110

0.01

42.1

56.1

90.9

12.1

311.31

3.51

43.51

0.77

2.72

BW41

642

18°47.262'

74°05.807'

7.4

1395

893

470

143

1.56

41.3

52.7

139

11.4

319.98

3.15

49.33

0.97

3.48

DW42

641

18°46.917'

74°06.679'

7.5

860

550

470

78.9

0.02

38.7

51.2

55.4

11.9

307.62

0.37

22.03

0.28

1.96

BW43

625

18°46.240'

74°06.846'

7.2

1880

1203

475

180

2.69

78.3

48.5

78.5

12.2

395.2

-0.9

49.81

0.99

3.95

DW44

610

18°45.389'

74°08.172'

7.5

1670

1069

530

136

0.63

46

86

170

17.3

467

4.8

38.73

0.63

2.73

DW45

623

18°45.940'

74°08.652'

7.8

854

547

745

195

0

52.1

74.6

200

11.1

437

-2.59

49.16

0.97

4.04

DW46

635

18°47.208'

74°07.905'

7.4

1135

726

515

95.2

0.12

68.6

70.4

121

11

461

4.8

31.01

0.45

1.93

DW47

631

18°47.613'

74°07.970'

7.3

1277

817

610

146

0.13

56.9

61.5

116

11.8

395.56

2.58

44.52

0.80

3.19

DW48

673

18°49.701'

74°05.991'

7.5

1350

864

625

98.6

0.04

73

80.9

95.1

12.7

515.39

4.03

29.40

0.42

1.89

DW49

688

18°49.909'

74°04.159'

7.6

638

408

320

45.6

0.02

38.1

41.3

48.3

11.8

265.09

3.01

27.24

0.37

1.22

DW50

666

18°49.477'

74°03.295'

7.4

821

525

425

59.8

0.02

50.2

42.5

63.9

11.3

300.33

-2.27

30.23

0.43

1.50

DW51

649

18°47.827'

74°02.331'

7.3

884

566

355

52.6

0.02

65

48.9

88

11.9

363.08

4.57

23.95

0.31

1.20

BW52

648

18°46.957'

74°02.269'

7

4850

3104

790

201

10.2

10.4

75.5

272

13.5

570.66

-1.12

43.51

0.77

3.68

DW53

635

18°45.466'

74°03.187'

7.8

1450

928

405

69.4

0.4

43.3

46

63.9

13.1

297.6

1.46

25.25

0.34

1.70

BW54

585

18°41.516'

74°08.082'

7.1

1748

1119

470

181

0.12

95.6

66.5

278

12.9

512.71

4.74

43.43

0.77

3.47

BW55

557

18°39.987'

74°09.403'

7.1

9160

5862

675

402

8.5

201

110

888

12.7

956.6

0.63

47.79

0.92

5.66

DW56

558

18°39.464'

74°09.680'

7.3

5580

3571

460

425

0.69

110

56.5

610

12.4

508.15

4.48

64.64

1.83

8.22

DW57

572

18°38.057'

74°10.093'

7.2

7690

4922

575

450

2.81

140

64.5

827

11.8

616.36

-1.61

61.39

1.59

7.89

DW58

546

18°38.058'

74°10.092'

7.3

4800

3072

710

259

1.03

56.1

96.3

301

11.9

536.96

3.91

51.25

1.05

4.84

DW59

549

18°37.980'

74°10.222'

7.6

5800

3712

740

302

0.68

86.2

71.5

397

12.4

509.72

-0.57

56.33

1.29

5.82

BW60

570

18°39.196'

74°09.698'

7.5

4940

3162

580

296

0.13

46.3

100

372

12.3

654.16

4.34

49.63

0.99

5.04

     

Max.

8.1

9160

5862

790

450

10.2

201

110

888

17.3

956.6

5

64.64

1.83

8.22

     

Min.

7

616

394

220

45.6

0

10.4

30.4

29.6

10.7

4.6

-4.78

22.03

0.28

1.2

     

Average

7.41

2641

1690

528

176

1.44

67.2

64.4

235

12.3

442.91

2.354

38.23167

0.657

2.5755

 
 

 

4 . RESULTS AND DISCUSSIONS

4.1 Spatial Variation in pH and EC

The high pH reported in the eastern and northern part of the basin while low is in the central parts (Figure 4). The pH is slightly alkaline (range: pH 7.0-8.1) which is due to loss of CO2 and mineral salts precipitation. High EC (9160 µS/cm) is observed towards lower part in the basin, while low EC value (616 µS/cm) is reported in BW-33 in middle part of the basin (Figure 5). So, an average values of EC (2641 µS/cm) is indicating high mineralization of groundwater (Pawar et al., 2008; Gaikwad et al., 2020a).

 

Figure 4. Spatial variation of pH

 

Figure 5. Spatial variation of EC

 

4.2 Spatial Variation in Cations

Calcium (Ca2+), Magnesium (Mg2+), Sodium (Na+) and Potassium (K+) are the main four cationic constituents in all types of waters (Pawar et al., 2008; Wagh et al., 2016; Gaikwad et al., 2020b).

Increase in Na+ concentration from northwest to southeast due to hydro-geomorphological conditions (e.g., slope) (Figure 6). Low K+ (in Figure 7) concentration in groundwater observed due to non-appearance of K-bearing minerals (Subbarao et al. 1994; Pawar et al., 2008; Gaikwad et al., 2020a); excluding quiet increase in central part (BW-52) is excessive use of fertilizers (Pawar et al., 2008). Concentration of Mg2+ in groundwater ranges from 30.4 to 110.0 mg/L (Figure 9). In lower part of basin, high Mg2+ observed due to high salinity zone (Gaikwad et al., 2018).

 

Figure 6. Spatial variation of Sodium (Na+)

 

Figure 7. Spatial variation of Potassium (K+)

 

Elevated Ca2+ values are found in lower part of the basin (Figure 8). The average, Na+ + Ca2+ representing 75.4 % of total cations signify weathering of felsic minerals such as plagioclase feldspar is major supply from lithologies (Pawar et al., 2008; Wagh et al., 2018;  Gaikwad et al., 2020a). While, Ca2+ + Mg2+ values accounts for 51.5 % (range: 28-69%) of the total cations indicating its supply is from olivine and pyroxene (Gaikwad et al., 2020b).

 

Figure 8. Spatial variation of Calcium (Ca2+)

 

Figure 10. Spatial variation of Chloride (Cl-)

 

4.3 Spatial Variation in Anions

In anions, Bicarbonate (HCO3-) is the principal anion followed by, Chloride (Cl-) and Sulphate (SO42-).

High values of Bicarbonate (HCO3-) are observed in central and upper parts of the study area while low in the southern side. High values of HCO3- in groundwater (Figure 11) entail abundant supply of CO2 by rainwater recharge and availability of larger surface area for rock-water interaction and vice-versa (Matthess and Harvey, 1982; Drever, 1982; Pawar et al., 2008). Chloride ranges from 29.6 to 888 mg/l with average of 235 mg/L. High concentrations of chloride is observed in the lower part of the basin (Figure 10). Thus, lower and high concentrations of Cl- corresponding with recharge and discharge zones, respectively (Gaikwad et al., 2020b).

Figure 11. Spatial variation of Bicarbonate (HCO3-)

 

Figure 12. Spatial variation of Sulphate (SO42-)

 

High concentration of chloride (888 mg/L in BW-55), is due to the combination of high evaporation, deeper source and use of fertilizers (Figure 10). High concentrations of SO42- are reported in lower part i.e. south central part, while low concentration is in upper part of the basin (Figure 12). But high concentration in central part may be due to the use of excess fertilizers and agricultural runoff (Pawar et al., 2008; Wagh et al., 2018).

 

Figure 13. A scatter plot of Na+ vs. Cl-

 

4.4 Geochemical Plots

In study of hydrochemical evolution it is imperative to know geological inputs, agricultural activities, precipitation and climatic condition, that are influencing the chemistry of groundwater (Wagh et al., 2018).

The Na+ vs. Cl- scatter diagram (Figure 13) shows positive correlation (r = 0.95) in post monsoon season indicating combined influence of anthropogenic activities and ion exchange (Gaikwad and Pawar, 2008; Tiwari and Singh, 2014; Wagh et al., 2018; Gaikwad et al., 2020).

Figure 14. A scatter plot of Ca2++Mg2+ vs. HCO3-

 

Similarly the cross plot of Ca2++Mg2+ vs. HCO3- (Figure 14) depicts a positive correlation (r = 0.71), indicating influence of mafic minerals on groundwater geochemistry (Sami, 1992; Pawar et al., 2008; Wagh et al., 2018; Gaikwad et al., 2020a). The cross plot Na++K+ vs. HCO3- plots also shows positive correlation (r = 0.64), suggesting that there is a contribution of ions from felsic lithologies in the area (Figure 17) (Pawar et al., 2008; Gaikwad et al., 2020a).

 

Figure 15. A scatter plot of Ca2++Mg2+ vs. SO42-+ HCO3-

 

The plots of Ca2+ + Mg2+ vs. Cl- + SO42- (Figure 16) and Ca2+ + Mg2+ vs. SO42-  + HCO3- (Figure 15) also show positive correlation (r=0.79 and 0.71, respectively), indicating that these are preferred ion pairs from silicate and carbonate lithologies (Pawar et al., 2008; Wagh et al., 2018; Gaikwad et al., 2020). The correlation between Ca2+ + Mg2+ vs. Na+ + K+ is also positive (r = 0.76), suggesting additions of ion from weathering of silicate rocks in the area (Figure 18) (Pawar et al., 2008; Gaikwad et al., 2020a). The positive correlation coefficients between Ca2+ and Mg2+ (r = 0.51), further confirm this reflecting role of Fe-Mg bearing silicates as their source (Figure 19).

 

Figure 16. A scatter plot of Ca2++Mg2+ vs. Cl-+ SO42-

 

Figure 17. A scatter plot of Na++K+ vs. HCO3-

 

Figure 18. A scatter plot of Ca2++Mg2+ vs. Na++K+

In the (Ca2+ + Mg2+) vs. (HCO3- + SO42-) (Figure 15) scatter diagram, the ionic concentrations in meq/L are falling both the side of equiline indicating both carbonate and silicate weathering. Such a plot also shows that Ca2+ +Mg2+ are in excess of HCO3- possibly pointing to the process of ion exchange reaction (Rajmohan and Elango, 2004; Wagh et al., 2018).

 

Figure 19. A scatter plot of Ca2+ vs. Mg2+

 

4.5 Hydrochemical Facies

Physiochemical data of groundwater plotted on Piper Trilinear diagram to know its facies (Piper, 1944). The details are shown on figure 20 and given in table 2. The dominant hydrochemical facies Ca2+ + Mg2+, Na+ + K+; Cl- + SO42- HCO3- facies, found in 83.3 % samples indicating the alkaline earth is exceeding the alkalis and the strong acids exceeds the weak acids (Table  2).

 

Figure 20. Hydrochemical facies of groundwater on Piper Trilinear Diagram

 

Table 2. Source wise hydro-chemical facies of groundwater

Hydrochemical Facies

Sample No.

Total

Ca2++Mg2+, Na++K+, HCO3-, Cl-+SO42-

DW-1, 2 ,3,8 ,9,10, 11, 12, 13, 15, 16, 23, 24,25, 27, 30, 31, 34, 36, 37,40,42,44,46,47,48,49,50,51,53

BW- 4, 5, 6,7,14,17,18,19,20,21,22,26,28, 29, 32, 33, 38, 39, 41, 52

DW-30,

 

BW-20

Na++K+, Ca2++Mg2+, HCO3-, Cl-+ SO42-

DW-58.59,55

DW-3

Ca2++Mg2+, Na++K+, Cl-+ SO42-, HCO3-

DW-35

BW-54,55,60

DW-1,

BW-3

Na++K+, Ca2++Mg2+, Cl-+ SO42-, HCO3-

DW-56,57

BW-43

DW-2,

BW-1

 

 

4.6 Quality of Groundwater

The quality of water is very important to the mankind, because it has a direct link with human health and welfare. As the study area is falls in the zone of low rainfall, high temperature, and drastic evaporation, which modifies the quality naturally with anthropogenic activities and its pollution (Wagh et al., 2020; Gaikwad et al., 2018).

4.7 Groundwater Quality for Drinking Purposes

The water to be used for drinking purposes should be pure from physical, chemical and biological point of view (Nikumbh, 1997). The data compared with World Health Organization standards found that pH, Total Hardness (TH) and Magnesium (Mg2+) of the samples are more % of samples falling above Desirable limit. Otherwise the quality of groundwater is good for drinking (Table 3). 

 

Table 3. Groundwater qualities for drinking purposes (WHO, 1997)

Parameter

Permissible limits

Samples above limit (%)

pH

6.9 - 8.5

100 %

EC

1500 µmhos/cm

18.3%

TH

100-500 mg/l

98.3 %

Na+

200-600 mg/l

31.6 %

K+

30 mg/l

0 %

Ca2+

75 - 200 mg/l

15 %

Mg2+

50-150 mg/l

46.6 %

Cl-

200- 600 mg/l

16.6 %

SO42-

200- 400 mg/l

0 %

HCO3-

----

----

 

 

4.8 Groundwater Quality for Irrigation

Total dissolved solids (TDS), proportion of Na+, HCO3- with Ca2+ and Mg2+ and toxic substances present in water are major factors for irrigation quality point of view (Alamary, 2005). Along with these, soil properties, water table depth, slope, climatic condition and crop pattern also affect it. Different parameters like Sodium Absorption Ratio (SAR), Soluble Sodium Percentage (SSP) and Kelly ratio (KR) have been calculated to analyze the quality of water for irrigation. The details of it have been given in Table 1 and 4. It is found that according to the SAR parameters all samples are excellent to good for irrigation. In SSP, 33.3 % samples are permissible, while 66.6% samples are doubtful for irrigation purpose. In KR, almost all samples (excluding 04 samples in lower side of basin) are suitable for irrigation.

 

Table 4. Irrigation quality parameters

Irrigation Quality Parameters (meq/L)

Range

Classification

Number of Samples (%)

Sodium Absorption Ratio (SAR) ()

    \(SAR = {Na^+ \over {\sqrt{Ca^{2+}+ Ma^{2+}} \over 2}}\)

 

< 10

10-18

18-26

>26

 

Excellent

Good

Doubtful

Unsuitable

 

100 %

----

----

----

Soluble Sodium Percentage (SSP) (Eaton, 1950)

\(SSP = (Na^+) \times 100 / Ca^{2+} + Mg^{2+}+ Na^++K^+\)

 

< 20

20 - 40

40 - 80

> 80

 

Good

Permissible 

Doubtful

Unsuitable

 

----

33.3 %

66.6 %

Kelley’s Ratio (KR) (Kelly, 1951)

\(KR= Na^+ / (Ca^{2+} + Mg^{2+})\)

 

<1

>1

 

Suitable

Unsuitable

 

93.3 %

6.6 %

 

The US Salinity Laboratory Staff diagram (USSL, 1954) is used to study water quality for irrigation (Figure 21). About 8.3 % samples classified in C2-S1 category indicating low salinity and sodium hazard, while 85.06 % of samples falling in C3-S1 category indicating low salinity hazard but medium sodium hazards. Remaining 6.6 % samples of the lower reaches of the river are falling in C4-S1 zone indicating very high salinity hazard and low sodium hazard. According to Adimalla and Venkatayogi (2018a) high salinity affects the growth of crops and can create nutritional disorders.

 

Figure 21. USSL diagram for classification of irrigation water

5 . SUMMARY AND CONCLUSION

To assess the geochemistry of groundwater and its quality for drinking and irrigation purpose from Vel River basin, Sixty (60) samples of Dug well and Bore well were collected and analyzed using standard techniques. It shows order of dominance for cations: Na+ > Ca2+ > Mg2+ > K+ and in anionic concentration as HCO3- > Cl- > SO42- in groundwater. The groundwater pH is slightly alkaline (range: pH 7.0-8.1) while average values of Electrical conductivity (EC) is about 2641 µS/cm indicating high mineralization of groundwater. The cationic values in the groundwater increase in the downstream side (from Northwest to Southeast), suggesting geological control on the composition of groundwater while highest concentration is in lower part of the basin are generally associated with the high salinity. In the major anions, bicarbonate (HCO3-) is higher due to rock-water interaction. Average value of chloride in is about of 235 mg/L due to discharge zones along with anthropogenic activities. High concentrations of SO42- are reported in lower and central part of the basin may be due to the use of excess fertilizers and agricultural runoff. The Na+ vs. Cl- scatter diagram shows positive correlation (r=0.95) indicating combined influence of anthropogenic activities and ion exchange mechanism. Similarly the cross plot of and Ca2+ + Mg2+ vs. HCO3- depicts a positive correlation (r=0.71), indicating influence of mafic minerals on groundwater geochemistry. The cross plot Na+ + K+ vs. HCO3- plots also shows positive correlation (r=0.64), suggesting that there is a contribution of ions from felsic lithologies in the area. The plots of and Ca2+ + Mg2+ vs. Cl- + SO4 and Ca2+ + Mg2+ vs. SO4 + HCO3- also showing positive correlation (r = 0.79 and 0.71 respectively), indicating that these are preferred ion pairs from silicate and carbonate lithologies. The geochemical data plotted on Piper Trilinear Diagram showing The dominant hydrochemical facies Ca2+ + Mg2+, Na++ K+; Cl- + SO42-  HCO3- facies, found in 83.3 % samples indicating the alkaline earth is exceeding the alkalis and the strong acids exceeds the weak acids. In drinking water quality, pH, Total Hardness (TH) and Magnesium (Mg2+) of the samples are showing more % of samples falling above desirable limit. Otherwise the quality of groundwater is good for drinking. The irrigation quality indices SAR, KR and SSP were considered to evaluate groundwater suitability for irrigation. Study of SAR parameter showed that all samples are excellent to good for irrigation. In SSP, 33.3 % samples are permissible, while 66.6 % samples are doubtful for irrigation purpose. In KR almost all samples (except 04 samples i.e. 6.6 % in lower side of basin) are suitable for irrigation. In nutshell, groundwater geochemistry of Vel River Basin modified due to variations in climate, geology and anthropogenic activities in the basin.

Conflict of Interest

The authors do not have any conflicts of interest.

Acknowledgements

S. K. Gaikwad acknowledges the Head, Department of Geology, Savitribai Phule Pune University (SPPU), Pune (India) for making available all research facility. Present work is financially supported by BCUD, Savitribai Phule Pune University (Proposal No: 13SCI001306), Pune, India.

Abbreviations

APHA: American Physical Health Association; BW: Bore Well; DW: Dug Well; CGWB: Central Ground Water Board; DVP: Deccan Volcanic Provinces; GSDA: Groundwater Survey and Development Agency; GSI: Geological Survey of India; HPIC: High Performance Ion Chromatography; KR: Kelly ratio; SSP: Soluble Sodium Percentage; SAR: Sodium Absorption Ratio; TH: Total Hardness; USDA: United States Department of Agriculture; USSL: US Salinity Laboratory Staff diagram; WHO: World Health Organization.

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