Quality assessment and spatial variability mapping of water sources of Sohag area, Egypt

Document Type : Research papers

Authors

1 Soil and Water Department, Faculty of Agriculture, Sohag University, Egypt.

2 Division of Soil and Water Sciences, Faculty of Agriculture, Sohag University

Abstract

This study aimed to assess the quality and suitability of water sources for irrigation in Sohag area. A total number of 61 different water samples were collected from various sources which were representative of the study area. The water samples were analyzed in terms of properties pH, ECw, soluble cations, and anions. Water samples were alkaline (pH above 7.00), ECw ranged between very low (0.21 dS.m-1) and very high (5.62 dS.m-1). Soluble sodium was the dominant cation followed by calcium, magnesium, and potassium, respectively. Regarding soluble anions, chloride was dominant and followed by sulphates and bicarbonates. The data of water analysis have been put into several indices for assessing water suitability for irrigation such as electrical conductivity (ECw), total dissolved salts (TDS), residual sodium carbonates (RSC), sodium adsorption ratio (SAR), sodium percentage (SP), permeability index (PI), Kelly ratio (KR), and magnesium hazard (MH). The most prominent results was that the water used for irrigation in sites of Elmonshah, Sohag, Akhmim, and El-Maraghah were not suitable for irrigation, while the water from other sources was of sufficient quality and suitability for irrigation. Water quality maps were produced using GIS. The results of this study along with spatial maps can be used as a guide for decision-makers in achieving better planning for water management and optimal utilization.

Keywords


INTRODUCTION

 

There is no doubt that water is the basis of life, without it no living creature can exist. Water is very necessary to irrigate crops and provide food for people. Conservation of the water resource is very important to the continuation of living on the planet. Therefore, world governments are striving to focus on the good management of water resources. Moreover, reducing the degradation of water resources is a concern of all human beings (Adimalla et al., 2020). Recently, the problems of deteriorating water resources, which are pollution, salinization, depletion, and others, have increased. With the increasing climatic changes that negatively affect water resources, it has become necessary to move quickly towards finding innovative solutions to address the matter. Egypt suffers from a severe water problem, as the population increases and its needs in water consumption, and on the other hand, Egypt's share of the Nile water has decreased due to the construction of the Grand Ethiopian Renaissance Dam. However, the Egyptian government is focusing on finding quick solutions that are innovative and economical at the same time to save water consumption. More than 80% of Egypt's share of water falls under the category of agricultural consumption, and 20% is consumed in industry and other activities (Amer et al., 2017). There are two main sources of water in Egypt, the Nile River, and groundwater. The Egyptian government has resorted to establishing several agricultural reclamation projects in the new desert lands, east, and west, to meet the population's food needs. Therefore, water is provided for agricultural activities in those new areas from groundwater that is less in quantity and quality than from the waters of the Nile River (Ibrahim and Elhaddad 2021). Therefore, during this period, the focus should be on evaluating the quality and suitability of water, whether from the Nile River or groundwater for irrigating different crops (Bahadir et al., 2016). One of the methods used to assess the quality and suitability of water is chemical laboratory methods. Therefore, many water analyses are performed and the results are included in many water quality and suitability assessment models. These models used are intended to classify water samples according to their quality and suitability for irrigating crops. Many studies were carried out to assess water quality and suitability using water chemical parameters (Adimalla and Qian, 2019; Adimalla and Taloor, 2020; Aravinthasamy et al., 2020; Balamurugan et al., 2020; Haque et al., 2020; Karuppannan and Serre Kawo, 2020; Khan et al., 2020; Panneerselvam et al., 2020; Yetis et al., 2021). The suitability classification data can then be used to produce spatial maps using the Geographic Information System (GIS) that can be utilized as a guide for decision-makers to reach the best use of water and to better manage those resources. Based on what was previously mentioned, this study aims to assess the quality and suitability of water sources in Sohag area and also to produce spatial distribution maps of water suitability.

 

MATERIALS AND METHODS

Study area


The study area is a part of Sohag Governorate that extend from Tahta city in the North to El-Baliana city in the South which mainly includes Nile Valley’s old cultivated lands and some newly reclaimed areas. The study area lies between 26°10'21.28", 26°50'30.95"N latitudes and 31°20'51.45", 32° 9'49.11"E longitudes with elevation ranged between 61 and 73 m.a.s.l. The map of the study area was demonstrated in figure (1). The study area belongs to the arid region of North Africa which is generally characterized by hot summer and mild winter with low rainfall. Air temperature ranges between36.5°C (summer) and 15.5°C (winter), relative humidity ranges between 51% and 61% (winter), 33%, and 41% (spring), and 35% and 42% (summer). Old agricultural soils are mainly irrigated by the Nile River and some parts of the newly reclaimed soils are irrigated by the groundwater.

 

Figure (1) The study area and water sampling location map.

 

RESULTS

The physical and hydraulic properties of Soil samples: Analysis of the soil particle content presented in (Fig. 2) revealed that the sand content ranged between 12 and 95.38 %, with a mean of 51.103%, and the silt content ranged between 1.61 to 86% and with mean of 43.538%. The clay content ranged between 1 and 19 %, with a mean of 5.359 (Table 2). Samples ranged between sand, sandy loam, and silty loam. In Table2, the descriptive statistics of the studied soils were presented as ϕ and θs that range from 0.198 cm3 cm-3 to 0.566 cm3 cm-3, with the mean being 0.398 cm3

BC and VG parameters prediction:

Table 3 presents a statistical evaluation of CalcPTF's accuracy in predicting Brooks and Corey's (eq. 1) parameters. There was a strong correlation between the estimated and the measured porosity ϕ for all models, with R values

ranging from 0.863 to 0.896. At the same time, the other parameters (θr, ψb, and λ) did not show any significant correlation. On the other hand, the other statistical indicators (RMSE, NES, and RSR) for CalcPTFs models prediction for equation 1 parameters (ψb, θr, and λ) demonstrated an extremely high degree of uncertainty and deviation. They, therefore, were rated as unsatisfactory or invalid models.  As shown in Table 3, the CalcPTF models NES results for predicting equation 1 parameters were very low (< 0.5).

Water sampling

Water samples were collected from different locations in the study area whereas different water sources (Nile River and groundwater). A total number of 61 water samples were collected and shifted immediately to the water testing laboratory to be analyzed for their elemental content. The geo-coordinates of latitudes and longitudes of each water sampling location were recorded using GPS in the sampling sites. Table (1) showed the geo-coordinates of the water sampling locations.

 

 

Table (1) Water sampling locations.

 

SN

Location

Latitudes

Longitudes

SN

Location

Latitudes

Longitudes

Decimal degrees

Decimal degrees

1

Awlad Azaz

26.54906

31.64780

32

Akhmim

26.60611

31.77058

2

Awlad Azaz

26.54856

31.64807

33

El-Maragha

26.62847

31.62189

3

Elshamarna Edfa

26.58022

31.65411

34

El-Maragha

26.56981

31.64203

4

Naga Eldier

26.36445

31.90287

35

El-Maragha

26.62125

31.61228

5

Edfa

26.57485

31.63094

36

Dar Al-Salam

26.22203

32.04497

6

Edfa

26.56769

31.64444

37

Dar Al-Salam

26.23269

32.04464

7

Sahel Tahta

26.77863

31.49465

38

El Baliana

26.23947

31.88658

8

Markaz Tahta

26.77631

31.45292

39

El Baliana

26.25714

31.90283

9

Sahel Tahta

26.77309

31.51074

40

El Osairat

26.47453

31.79781

10

Sahel Tahta

26.76563

31.49707

41

Elmonshah

26.50136

31.78642

11

Elmonshah Balasfora

26.52607

31.73951

42

Elmonshah

26.38542

31.74386

12

Rawafae Elkosair

26.51900

31.70341

43

Sohag

26.59753

31.67458

13

Elmonshah Elherizat Elgharbeya

26.45602

31.76105

44

Sohag

26.57833

31.68742

14

Elmonshah

26.47893

31.80185

45

Sohag

26.56842

31.67606

15

Gerga Elgazera

26.34660

31.88392

46

Sohag

26.51822

31.66286

16

Gerga Elmashtal

26.31920

31.86614

47

Sohag

26.54275

31.68589

17

Gehina Nazat Alheish

26.68368

31.46607

48

Sohag

26.54875

31.69100

18

Gehina Nazat Alheish

26.67521

31.50147

49

Akhmim

26.62908

31.74392

19

Akhmim Elsalamouna

26.60829

31.77739

50

Akhmim

26.59369

31.73422

20

Akhmim Elsalamouna

26.59651

31.76612

51

Akhmim

26.59803

31.73431

21

Tahta Elsawalem

26.77299

31.49698

52

Akhmim

26.59319

31.74619

22

Tahta Nazlet Ali

26.72334

31.42256

53

Akhmim

26.60558

31.78486

23

El Baliana

26.18847

31.90069

54

Akhmim

26.59125

31.80142

24

El Baliana

26.18558

31.90125

55

Saqulta

26.66047

31.66992

25

Elmonshah

26.42919

31.77172

56

Saqulta

26.66997

31.70044

26

Elmonshah

26.42617

31.67189

57

El-Maragha

26.64253

31.59442

27

Sohag

26.55031

31.67003

58

El-Maragha

26.65967

31.52892

28

Sohag

26.53675

31.65322

59

El-Maragha

26.63842

31.59747

29

Sohag

26.56828

31.68133

60

Gehina

26.64242

31.53419

30

Saqulta

26.67042

31.70019

61

Gehina

26.64642

31.53853

31

Akhmim

26.62361

31.74883

 

 

 

 

 

Water analysis

Water samples were analyzed using the standard methods of analysis. Analyzed water parameters are such as water pH, water Electrical Conductivity (ECw), water-soluble cations (sodium ‘Na+’, potassium ‘K+’, calcium ‘Ca2+’ and magnesium ‘Mg2+’), and soluble anions (chloride ‘Cl-’, bi-carbonates ‘HCO3-’ and sulphates ‘SO42-’). Data of ECw was calculated in ds.m-1, while soluble cations and anions were calculated in meq.l-1. The methods used for water analysis are presented in table (2).

 

 

Table (2) Methods used for estimation of different chemical parameters of water samples in the study area

 

Parameters

Methods used

pH

Glass electrode (Richards, 1954)

ECw (Electrical Conductivity)

Conductivity Bridge method (Richards, 1954)

Na+  (Sodium)

Flame Photometric method (Osborn and Johns, 1951)

K+ (Potassium)

Flame Photometric method (Osborn and Johns, 1951)

Ca2+ (Calcium) and Mg2+ (Magnesium)

EDTA titration method (Richards, 1954)

HCO3-    (Bicarbonate)

Acid titration method (Richards, 1954)

Cl-  (Chloride)

Mohr's titration method (Richards, 1954)

SO42- (Sulphates)

Turbidity method using CaCl2 (Chesnin and Yien, 1950)

 

Criteria of water quality assessment

Different indices were used to assess the quality as well as the suitability of collected water samples. These indices are electrical conductivity (ECw), total dissolved salts (TDS), residual sodium carbonates (RSC), sodium adsorption ratio (SAR), sodium percentage (SP), permeability index (PI), Kelly ratio (KR), and magnesium hazard (MH). The obtained data from analyzed samples were compared to the reference data of each index to categorize the suitability of each water sample. The calculation of the different water quality indices was expressed in equations (1 to 8). Tables (3 to 10) showed the suitability and quality assessment criteria using different indices.

 

 

Table (3) Electrical Conductivity (ECw) Richards (1954)

ECw (ds.m-1) = ECw (ms.m-1) / 1000        equation (1)

 

ECw (ms.m-1)

Salinity Grade

Suitability For Irrigation

Lower than 250

Very Low

Excellent in all conditions

250 - 750

Low

Suitable except for sensitive plants

750 - 2250

Mid

Moderately suitable

2250 – 3000

High

Marginally Suitable

Higher than 3000

Very High

Not Suitable

 

Table (4) Total Dissolved Salts (TDS) Richards (1954)

TDS (mg.l-1) = ECw (ds.m-1) x 640          equation (2)

 

TDS (mg.l-1)

Grade TDS

Suitability For Irrigation

Lower than 500

Very Low

Excellent in all conditions

500 - 1000

Low

Suitable except for sensitive plants

1000 - 2000

Mid

Moderately suitable

2000 - 5000

High

Marginally Suitable

Higher than 5000

Very High

Not Suitable

 

Table (5) Sodium Adsorption Ratio (SAR) Ayers and Westcot (1976)

           equation (3)

 

Very high

High

Mid

Low

Grade

Higher than 26

18 - 26

10 - 18

Lower than 10

SAR

 

Table (6) Residual Sodium Carbonates (RSC) Eaton (1950)

 

          equation (4)

 

High

Mid

Low

Grade

Higher than 2.50

1.25 – 2.50

Lower than 1.25

RSC

 

Table (7) Sodium Percentage (SP) Wilcox (1955)

 

         equation (5)

 

Sodium Percentage

SP Grade

Suitability For Irrigation

Lower than 20

Very Low

Excellent in all conditions

20 - 40

Low

Suitable except for sensitive plants

40 – 60

Mid

Moderately suitable

60 - 80

High

Marginally Suitable

Higher than 80

Very High

Not Suitable

 

Table (8) Permeability index (PI) Doneen (1964)

 

        equation (6)

 

Permeability Index

Grade

Lower than 35

Low

35 - 100

Mid

Higher than 100

High

 

Table (9) Kelly Ratio (KR) Kelly (1940)

              equation (7)

Table (10) Magnesium Hazard (MH) Szabolcs and Darab (1964)

         equation (8)

Magnesium Hazard (%)

Grade

Lower than 50

Suitable

Higher than 50

Not Suitable

 

 

Descriptive statistical analysis

A correlation test was done between all water parameters. Mean, maximum, minimum, and other descriptive statistical parameters were done using Microsoft Excel software.

Mapping of spatial variability

Depending on laboratory data of water parameters and corresponding geographic information, Arc-GIS 10.4 was used for mapping the spatial variability of different water parameters as well as water quality and suitability indices.

RESULTS AND DISCUSSION

Water samples characterization

The data of water samples’ analysis were shown in table (11). The descriptive statistical parameters of the studied water samples were shown in table (12). The obtained results demonstrated that all water samples are alkaline (pH is more than 7.00). Water pH ranged between 7.10 and 8.90 with an average of 8.06. This alkaline pH is not preferable for agricultural purposes as using this water for irrigating the grown crops in the study area because it affects the availability of macro and micronutrients in the soil (Mohiuddin et al., 2022). However, the pH is not significantly affecting water quality because of the buffering capacity of the soil and also the majority of the crops are pH tolerant (Bresler et al. 1982). Regarding ECw results, minimum and maximum values of total soluble salts were 0.21 ds.m-1 and 5.62 ds.m-1, respectively with the mean value of 1.05 ds.m-1. According to Richards (1954), this water ranged between low saline (ECw is between 0.25 and 0.75 dS.m-1) and very high saline water (ECw is more than 3.00 dS.m-1). The low saline water is suitable for irrigating all plants except sensitive kinds, while very high saline water is not-suitable for irrigation Richards (1954). Soluble sodium data showed a wide range of water content of this cation whereas the minimum value was 0.91 meq.l-1 while the maximum value was 42.82 meq.l-1. The high concentrations of soluble sodium lead to increasing the sodium adsorption by the soil, and affects soil properties (Hailu and Mehari 2021). High sodium and chloride levels in water, affect the plant and the soil physically and chemically which lead to productivity decrease (Jang and Chen 2009). Furthermore, sodium hazard is resulted from the high concentration of water sodium, which can reduce the soil permeability as well as inhibit crop water absorption (Tahmasebi et al., 2018). Soluble potassium varied between 0.08 and 0.36 meq.l-1 in all studied water samples. These concentrations are non-hazardous, while a problem of low infiltration of irrigation water may cause by the high levels of potassium in the applied water (Rengasamy and Marchuk, 2011). Regarding the soluble calcium, minimum and maximum values were 0.40 and 8.43 meq.l-1, respectively. The soluble magnesium content in the water samples ranged between 0.10 and 6.11 meq.l-1 with an average of 1.57 meq.l-1. The magnesium hazard is caused when high concentration of magnesium in water, which lead to alkalinity of soil and also declining crop yields (Ravikumar et al., 2011). According to soluble bicarbonates were ranged between 0.50 and 7.66 meq.l-1, soluble chloride varied between 0.38 and 22.92 meq.l-1, while soluble sulphates ranged between 0.01 and 23.83 meq.l-1. However, sulfate is not taken in a consideration when calculating water quality indices and currently not assigned in water quality assessment (Zaman et al., 2018).

 

Table (11) Water samples characterization.

SN

pH

EC

Na+

K+

Ca+2

Mg+2

HCO3-

Cl-

SO4-2

dS.m-1

meq.l-1

 1

7.96

0.28

1.48

0.23

0.70

0.40

0.50

2.30

0.01

2

7.83

0.21

0.91

0.18

0.60

0.40

0.50

1.40

0.20

3

7.72

0.33

2.22

0.13

0.40

0.20

0.50

2.30

0.52

4

8.03

0.65

3.09

0.28

0.50

0.30

0.75

5.20

0.56

5

8.08

0.54

1.13

0.18

0.50

0.30

0.75

2.30

2.31

6

8.15

0.46

1.09

0.15

0.40

0.10

0.50

3.60

0.47

7

7.84

0.32

2.13

0.18

0.40

0.50

0.50

2.10

0.63

8

7.64

1.79

4.22

0.23

2.40

0.90

1.00

11.50

5.40

9

7.72

0.55

1.83

0.18

0.80

0.50

0.75

3.00

1.75

10

7.54

1.63

4.70

0.28

1.90

1.00

1.00

9.50

5.77

11

7.8

0.52

2.61

0.18

0.70

0.40

0.75

3.20

1.22

12

7.72

0.93

3.65

0.26

1.40

1.00

1.00

5.00

3.29

13

8.9

0.52

1.74

0.18

0.90

0.60

0.50

2.10

2.64

14

8.63

0.55

1.57

0.21

0.80

0.50

0.50

1.70

3.26

15

8.36

0.56

1.83

0.21

0.90

0.60

0.75

3.60

1.20

16

8.06

1.40

3.91

0.26

1.90

0.90

1.00

9.50

3.51

17

8.1

0.52

1.57

0.21

0.90

0.50

0.50

2.70

2.00

18

8.33

2.07

5.35

0.31

1.80

1.10

1.25

11.60

7.85

19

7.84

0.66

2.17

0.21

0.80

0.50

0.50

4.00

2.10

20

8.33

2.64

5.61

0.36

2.80

1.50

1.25

11.00

14.15

21

7.1

0.48

2.13

0.18

0.40

0.30

0.50

4.30

0.04

22

8.27

0.49

1.87

0.15

0.60

0.30

0.75

4.00

0.15

23

8.56

3.44

21.77

0.11

8.43

3.50

3.02

11.20

18.44

24

7.98

1.12

3.59

0.13

6.17

1.23

1.15

3.74

6.25

25

8.02

0.88

2.24

0.28

3.89

2.45

2.23

1.08

4.16

26

8.34

1.24

4.38

0.13

3.44

3.66

3.55

2.46

5.50

27

8.21

1.09

2.90

0.14

3.40

5.80

4.53

0.38

7.18

28

7.88

0.79

2.61

0.14

1.86

2.81

3.24

2.83

1.79

29

7.47

3.08

15.22

0.29

7.72

6.11

7.66

5.45

16.89

30

7.64

1.74

8.26

0.13

6.33

3.02

5.14

4.55

6.52

31

7.52

1.28

4.08

0.11

4.82

2.50

3.18

1.88

6.66

32

8.08

4.02

25.50

0.12

7.02

5.92

5.29

18.02

15.95

33

8.03

0.86

4.07

0.11

2.03

1.68

1.11

2.44

4.13

34

8.54

5.62

42.82

0.08

6.04

4.98

5.50

22.92

20.32

35

7.86

3.37

22.48

0.11

6.15

4.26

4.79

4.54

23.83

36

7.82

0.76

2.58

0.14

2.33

1.60

1.68

1.35

3.88

37

7.78

0.88

2.04

0.15

3.78

1.22

1.22

2.08

4.15

38

8.11

0.67

2.11

0.14

2.48

1.35

1.02

1.11

3.89

39

7.74

0.78

3.15

0.13

3.44

1.25

1.14

1.02

6.04

40

8.08

0.58

2.22

0.15

1.72

1.04

2.58

0.96

1.42

41

8.33

0.77

2.96

0.14

1.90

1.55

2.16

1.06

2.25

42

7.98

0.51

2.68

0.15

1.43

0.72

2.06

1.05

1.34

43

8.65

0.55

2.14

0.17

1.52

0.61

2.44

1.44

1.31

44

8.18

0.85

3.23

0.16

3.13

1.68

3.07

2.38

3.09

45

8.31

0.65

2.22

0.17

1.54

1.21

2.43

1.33

2.44

46

7.82

0.74

3.50

0.13

2.60

1.11

2.65

1.03

3.56

47

8.13

0.68

2.49

0.17

1.88

1.43

2.09

1.43

2.19

48

8.14

0.58

1.86

0.17

1.56

1.33

2.39

1.18

1.87

49

8.03

0.52

1.98

0.17

1.25

1.28

2.02

1.25

1.65

50

8.11

0.66

1.55

0.15

1.93

1.43

1.89

1.67

2.11

51

8.27

0.56

1.76

0.18

1.52

1.45

2.32

1.06

2.90

52

8.21

0.62

1.89

0.15

1.44

1.65

0.96

1.76

3.63

53

8.32

0.64

2.99

0.18

1.72

1.02

2.07

2.14

2.26

54

8.39

0.75

2.15

0.19

3.88

1.30

2.08

2.56

2.14

55

8.16

1.12

3.60

0.18

3.80

2.90

2.45

3.41

4.91

56

7.78

0.61

2.30

0.19

1.63

1.76

1.86

1.56

3.10

57

8.12

0.53

2.50

0.19

0.90

1.14

2.05

1.17

1.94

58

8.19

0.52

2.45

0.19

0.80

1.18

2.25

1.48

1.42

59

8.28

0.71

2.44

0.18

3.41

1.32

2.10

1.86

3.13

60

8.41

0.55

2.50

0.18

1.50

1.20

2.31

1.71

2.05

61

8.23

0.62

2.34

0.17

1.61

1.32

2.01

1.32

2.24

                   

 

Table (12) Descriptive Statistical Analysis.

Statistical parameter

pH

EC

Na+

K+

Ca+2

Mg+2

HCO3-

Cl-

SO4-2

dS.m-1

meq.l-1

Mean

8.06

1.05

4.60

0.18

2.37

1.57

1.96

3.73

4.39

Standard Error

0.04

0.13

0.89

0.01

0.25

0.18

0.19

0.54

0.65

Median

8.08

0.66

2.49

0.17

1.72

1.22

1.89

2.30

2.64

Mode

7.72

0.55

2.22

0.18

0.40

0.50

0.50

2.30

1.42

Standard Deviation

0.32

1.00

6.96

0.05

1.95

1.41

1.47

4.20

5.08

Sample Variance

0.10

1.00

48.50

0.00

3.81

1.99

2.17

17.65

25.77

Kurtosis

0.73

7.99

16.66

1.53

1.54

3.23

3.17

8.31

5.20

Skewness

-0.18

2.71

3.89

1.15

1.45

1.88

1.61

2.72

2.34

Range

1.80

5.41

41.91

0.28

8.03

6.01

7.16

22.54

23.82

Minimum

7.10

0.21

0.91

0.08

0.40

0.10

0.50

0.38

0.01

Maximum

8.90

5.62

42.82

0.36

8.43

6.11

7.66

22.92

23.83

 

 

The correlation test

Correlation coefficient values of all studied water parameters were shown in table (13). From the obtained data, a high correlation was observed between ECw and all studied parameters except soluble potassium. The highest correlation was recorded between ECw and soluble sodium (r=0.94) while the minimum correlation was for soluble potassium (r=-0.06). A very low correlation was observed between water pH and all other water parameters. Similar observation was for soluble potassium which performed poorly against all water parameters. Soluble calcium and magnesium showed reasonable correlation coefficient values for all other parameters. However, soluble chloride was highly correlated with ECw and soluble sodium, and showed low correlation with other water parameters. Regarding soluble sulphates, it was highly correlated with all parameters except pH and soluble potassium.

 

Table (13) Correlation between water parameters.

Water parameter

pH

ECw

Na+

K+

Ca+2

Mg+2

HCO3-

Cl-

SO4-2

dS.m-1

meq.l-1

pH

1.00

               

ECw

dS.m-1

0.06

1.00

             

Na+

meq.l-1

0.10

0.94

1.00

           

K+

-0.06

-0.06

-0.26

1.00

         

Ca+2

-0.03

0.76

0.70

-0.25

1.00

       

Mg+2

0.01

0.74

0.70

-0.24

0.80

1.00

     

HCO3-

0.00

0.65

0.64

-0.26

0.76

0.90

1.00

   

Cl-

0.06

0.86

0.79

0.14

0.45

0.40

0.29

1.00

 

SO4-2

0.04

0.93

0.86

-0.09

0.82

0.77

0.67

0.66

1.00

 

 

 

Water quality assessment

SN

TDS

RSC

SAR

MH

SP

PI

KR

mg.L-1

(%)

1

179.84

0.60

2.00

36.36

60.85

76.74

1.35

2

134.40

0.50

1.29

40.00

52.15

73.82

0.91

3

212.48

0.10

4.05

33.33

79.66

96.45

3.70

4

416.64

0.05

4.89

37.50

80.82

98.71

3.86

5

343.04

0.05

1.79

37.50

62.09

97.41

1.41

6

292.48

0.00

2.18

20.00

71.26

100.00

2.18

7

206.72

0.40

3.18

55.56

71.96

86.80

2.37

8

1145.60

2.30

3.29

27.27

57.42

69.41

1.28

9

352.00

0.55

2.27

38.46

60.73

82.43

1.41

10

1041.28

1.90

3.90

34.48

63.20

75.00

1.62

11

330.88

0.35

3.52

36.36

71.72

90.57

2.37

12

594.56

1.40

3.33

41.67

61.97

76.86

1.52

13

335.36

1.00

2.01

40.00

56.14

69.14

1.16

14

349.44

0.80

1.95

38.46

57.79

72.13

1.21

15

355.20

0.75

2.11

40.00

57.63

77.48

1.22

16

896.64

1.80

3.30

32.14

59.83

73.17

1.40

17

332.80

0.90

1.88

35.71

55.97

69.70

1.12

18

1324.80

1.65

4.44

37.93

66.12

80.00

1.84

19

422.40

0.80

2.69

38.46

64.67

76.95

1.67

20

1689.60

3.05

3.83

34.88

58.13

69.22

1.30

21

309.76

0.20

3.60

42.86

76.74

92.93

3.04

22

313.60

0.15

2.79

33.33

69.18

94.58

2.08

23

2201.60

8.91

8.91

29.34

64.71

73.56

1.82

24

716.80

6.25

1.87

16.62

33.45

43.13

0.49

25

563.20

4.11

1.26

38.64

28.44

52.10

0.35

26

793.60

3.55

2.32

51.55

38.85

69.08

0.62

27

697.60

4.67

1.35

63.04

24.84

61.40

0.32

28

505.60

1.43

1.71

60.17

37.06

80.36

0.56

29

1971.20

6.17

5.79

44.18

52.86

78.76

1.10

30

1113.60

4.21

3.82

32.30

47.29

76.09

0.88

31

819.20

4.14

2.13

34.15

36.40

63.68

0.56

32

2572.80

7.65

10.03

45.75

66.44

80.10

1.97

33

550.40

2.60

2.99

45.28

52.98

66.58

1.10

34

3596.80

5.52

18.24

45.19

79.56

89.75

3.89

35

2156.80

5.62

9.85

40.92

68.45

82.91

2.16

36

486.40

2.25

1.84

40.71

40.90

65.44

0.66

37

563.20

3.78

1.29

24.40

30.46

46.31

0.41

38

428.80

2.81

1.52

35.25

37.01

52.69

0.55

39

499.20

3.55

2.06

26.65

41.15

54.72

0.67

40

371.20

0.18

1.89

37.68

46.20

96.39

0.80

41

492.80

1.29

2.25

44.93

47.33

79.88

0.86

42

326.40

0.09

2.58

33.49

56.83

98.14

1.25

43

352.00

0.31

2.07

28.64

52.03

107.26

1.00

44

544.00

1.74

2.08

34.93

41.34

78.36

0.67

45

416.00

0.32

1.89

44.00

46.50

93.56

0.81

46

473.60

1.06

2.57

29.92

49.46

85.30

0.94

47

435.20

1.22

1.94

43.20

44.56

78.97

0.75

48

371.20

0.50

1.55

46.02

41.26

89.47

0.64

49

332.80

0.51

1.76

50.59

45.94

88.69

0.78

50

422.40

1.47

1.20

42.56

33.60

70.06

0.46

51

358.40

0.65

1.44

48.82

39.51

86.26

0.59

52

396.80

2.13

1.52

53.40

39.77

57.23

0.61

53

409.60

0.67

2.55

37.23

53.64

88.31

1.09

54

480.00

3.10

1.34

25.10

31.12

57.71

0.42

55

716.80

4.25

1.97

43.28

36.07

58.74

0.54

56

390.40

1.53

1.77

51.92

42.35

73.11

0.68

57

339.20

0.01

2.48

55.88

56.87

100.22

1.23

58

332.80

0.27

2.46

59.60

57.14

106.09

1.24

59

454.40

2.63

1.59

27.91

35.65

63.32

0.52

60

352.00

0.39

2.15

44.44

49.81

92.50

0.93

61

396.80

0.92

1.93

45.05

46.14

82.54

0.80

 

Table (15) Descriptive statistical analysis of water quality indices.

Statistical parameters

RSC

SAR

TDS

MH

KR

SP

PI

Mean

2.00

3.02

671.82

39.59

1.24

52.30

78.17

Standard Error

0.26

0.35

81.91

1.22

0.11

1.78

1.90

Median

1.29

2.13

422.40

38.46

1.09

52.86

78.36

Standard Deviation

2.06

2.70

639.72

9.52

0.83

13.89

14.86

Sample Variance

4.23

7.28

….

90.60

0.69

192.95

220.68

Kurtosis

1.63

17.56

7.99

0.28

2.91

-0.72

-0.40

Skewness

1.41

3.81

2.71

0.21

1.69

0.14

-0.21

Range

8.91

17.05

3462.40

46.42

3.57

55.98

64.13

Minimum

0.00

1.20

134.40

16.62

0.32

24.84

43.13

Maximum

8.91

18.24

3596.80

63.04

3.89

80.82

107.26

 

 

Table (16) showed the classes of water quality and suitability based on applied indices. Starting with the data of ECw, the majority of water samples were under low class whereas electrical conductivity values of those samples were below 0.25 ds.m-1. This water is suitable for irrigating all crops except for sensitive plants. Some sites in the study area were found to be having mid water quality whereas ECw values were between 0.25 ds.m-1 and 0.75 ds.m-1, which is moderately suitable for irrigation. Few sites such as El-Baliana, Sohag, Akhmim and El-Maragha were having very high ECw values (more than 3.00 ds.m-1). This water is not suitable for irrigating any kind of crop. Regarding the total dissolved salts (TDS) index, all studied water samples varied between very low and low classes of suitability whereas TDS values of these samples ranged from less than 500 to 1000 mg.L-1. This water varied from excellent in all conditions to suitable for irrigating all crops except for sensitive plants. Mid water suitability was observed in some sites in the study area such as Markaz Tahta, Sahel Tahta, Gehiena Nazet Elheish, Akhmim Elsalamouna, Sohag, and Saqulta. The TDS values of these samples ranged between 1000 mg.L-1 and 2000 mg.L-1 whereas this water is moderately suitable for irrigation. El-baliana, akhmim and El-Maragha sites were high in TDS which values ranged between 2000 mg.L-1 and 3000 mg.L-1. This water is marginally suitable for irrigation. The obtained data of residual sodium carbonates (RSC) revealed that about a half of the total number of water samples were categorized to be low (RSC is lower than 1.25) whereas this water was excellent for irrigation. Other half of water samples ranged between mid to high for their RSC values (ranged from 1.25 to more than 2.5). According to sodium adsorption ratio (SAR) values, all water samples were classified as low SAR samples whereas their values were less than 10, while one site of Akhmim was under mid SAR class (SAR is between 10 and 18), other one site of El-Maragha was high (SAR is more than 18). All water samples were suitable for irrigation regarding their results of magnesium hazard index (MH), whereas values were less than 50%. Sites of Sahel Tahta, Elmonshah, Sohag, Akhmim, Saqulta, and El-Maragha were found to be under not suitable class where their MH values were more than 50%. Regarding Kelly ratio index (KR), approximately half of the studied water samples were suitable for irrigation (having KR values less than 1) while the other half of water samples are not suitable (having KR values more than 1). Low sodium percentage (SP) values were recorded for sites of El-Baliana, Elmonshah, Sohag, Akhmim, and Saqulta whereas SP values were between 20 and 40 %. This water was suitable for irrigating all crops except for sensitive plants. Moderate suitability was found in many water samples whereas SP values ranged between 40 and 60%, while the rest water samples were classified to be marginally suitable for irrigation and with high SP values (between 60 and 80%). Regarding permeability index (PI), all water samples were under mid class whereas PI values were lower than 35%, except a few sites of Sohag and El-Maragha were having PI values higher than 100%.  

From the previous discussion of water suitability indices’ results, it was clear that sites (26, 27. 29, 32, 34 and 35) of Elmonshah, Sohag, Sohag, Akhmim, El-Maraghah and El-Maraghah, respectively were not suitable for using in irrigating crops. Other water samples ranged from moderately suitable to highly suitable for irrigation.

 

 

 

Table (16) classification of water quality.

SN

EC

RSC

SAR

TDS

MH

KR

SP

PI

1

low

low

low

very low

suitable

not-suitable

high

mid

2

very low

low

low

very low

suitable

suitable

mid

mid

3

low

low

low

very low

suitable

not-suitable

high

mid

4

low

low

low

very low

suitable

not-suitable

very high

mid

5

low

low

low

very low

suitable

not-suitable

high

mid

6

low

low

low

very low

suitable

not-suitable

high

mid

7

low

low

low

very low

not-suitable

not-suitable

high

mid

8

mid

mid

low

mid

suitable

not-suitable

mid

mid

9

low

low

low

very low

suitable

not-suitable

high

mid

10

mid

mid

low

mid

suitable

not-suitable

high

mid

11

low

low

low

very low

suitable

not-suitable

high

mid

12

mid

mid

low

low

suitable

not-suitable

high

mid

13

low

low

low

very low

suitable

not-suitable

mid

mid

14

low

low

low

very low

suitable

not-suitable

mid

mid

15

low

low

low

very low

suitable

not-suitable

mid

mid

16

mid

mid

low

low

suitable

not-suitable

mid

mid

17

low

low

low

very low

suitable

not-suitable

mid

mid

18

mid

mid

low

mid

suitable

not-suitable

high

mid

19

low

low

low

very low

suitable

not-suitable

high

mid

20

high

high

low

mid

suitable

not-suitable

mid

mid

21

low

low

low

very low

suitable

not-suitable

high

mid

22

low

low

low

very low

suitable

not-suitable

high

mid

23

very high

high

low

high

suitable

not-suitable

high

mid

24

mid

high

low

low

suitable

suitable

low

mid

25

mid

high

low

low

suitable

suitable

low

mid

26

mid

high

low

low

not-suitable

suitable

low

mid

27

mid

high

low

low

not-suitable

suitable

low

mid

28

mid

mid

low

low

not-suitable

suitable

low

mid

29

very high

high

low

mid

suitable

not-suitable

mid

mid

30

mid

high

low

mid

suitable

suitable

mid

mid

31

mid

high

low

low

suitable

suitable

low

mid

32

very high

high

mid

high

suitable

not-suitable

high

mid

33

mid

high

low

low

suitable

not-suitable

mid

mid

34

very high

high

high

high

suitable

not-suitable

high

mid

35

very high

high

low

high

suitable

not-suitable

high

mid

36

mid

mid

low

very low

suitable

suitable

mid

mid

37

mid

high

low

low

suitable

suitable

low

mid

38

low

high

low

very low

suitable

suitable

low

mid

39

mid

high

low

very low

suitable

suitable

mid

mid

40

low

low

low

very low

suitable

suitable

mid

mid

41

mid

mid

low

very low

suitable

suitable

mid

mid

42

low

low

low

very low

suitable

not-suitable

mid

mid

43

low

low

low

very low

suitable

not-suitable

mid

high

44

mid

mid

low

low

suitable

suitable

mid

mid

45

low

low

low

very low

suitable

suitable

mid

mid

46

low

low

low

very low

suitable

suitable

mid

mid

47

low

low

low

very low

suitable

suitable

mid

mid

48

low

low

low

very low

suitable

suitable

mid

mid

49

low

low

low

very low

not-suitable

suitable

mid

mid

50

low

mid

low

very low

suitable

suitable

low

mid

51

low

low

low

very low

suitable

suitable

low

mid

52

low

mid

low

very low

suitable

suitable

low

mid

53

low

low

low

very low

suitable

not-suitable

mid

mid

54

low

high

low

very low

suitable

suitable

low

mid

55

mid

high

low

low

suitable

suitable

low

mid

56

low

mid

low

very low

not-suitable

suitable

mid

mid

57

low

low

low

very low

not-suitable

not-suitable

mid

high

58

low

low

low

very low

not-suitable

not-suitable

mid

high

59

low

high

low

very low

suitable

suitable

low

mid

60

low

low

low

very low

suitable

suitable

mid

mid

61

low

low

low

very low

suitable

suitable

mid

mid

 

 

Mapping of spatial variability


Spatial variability distribution maps of water parameters and water suitability indices were generated and shown in figures (2 to 17). Each map was classified into different colors in five classes ranged ascending from blue color (lowest values) to red color (highest values) based on values of water parameters or suitability indices.

 


   Figure (2) Map of Water pH.                                                           Figure (3) Map of Water ECw.

 

 


Figure (4) Map of soluble Na.                                             Figure (5) Map of Soluble K.

Figure (6) Map of soluble Ca.                                             Figure (7) Map of Soluble Mg.


Figure (8) Map of soluble HCO3.                                     Figure (9) Map of Soluble Cl.


Figure (10) Map of soluble SO4.                                         Figure (11) Map of TDS.

Figure (12) Map of RSC.                                              Figure (13) Map of SAR.


Figure (14) Map of SP.                                           Figure (15) Map of MH.

Figure (16) Map of PI.                                                     Figure (17) Map of KR.

 

CONCLUSION

Water quality and suitability of Sohag area were assessed using different indices (ECw, TDS, SAR, RSC, PI, KR, SP and MH) based on water properties. The studied water samples of sites (Elmonshah, Sohag, Akhmim, and El-Maraghah) were not suitable for irrigating crops, while the rest water samples were suitable for irrigation. It should be recommended that these water sources shall not be used for agricultural purposes without treatment for enhancing their quality. These results as well as the generated maps can be used as a guide for decision-makers and help in better water management planning.

.K., 2020. Appraisal of groundwater quality for drinking and irrigation purposes in Central Telangana, India. Groundw. Sustain. Dev. 10, 100334. https://doi.org/10.1016/j.gsd.2020.100334.
Adimalla, N., Qian, H., 2019. Groundwater quality evaluation using water quality index (WQI) for drinking purposes and human health risk (HHR) assessment in an agricultural region of Nanganur, south India. Ecotoxicol. Environ. Saf. 176, 153–161. https://doi.org/10.1016/j.ecoenv.2019.03.066.
Adimalla, N., Taloor, A.K., 2020. Hydrogeochemical investigation of groundwater quality in the hard rock terrain of South India using Geographic Information System (GIS) and groundwater quality index (GWQI) techniques. Groundw. Sustain. Dev. 10, 100288. https://doi.org/10.1016/j.gsd.2019.100288.
Amer, M. H., Abd El-Hafez, S. A., Abd El-Ghany, M. B., 2017. Water Saving in irrigated agriculture in Egypt. LAP LAMBERT Academic Publishing: Saarbrücken, Germany.
Aravinthasamy, P., Karunanidhi, D., Subramani, T., Roy, P.D., 2020. Demarcation of groundwater quality domains using GIS for best agricultural practices in the drought-prone Shanmuganadhi River basin of South India. Environ. Sci. Pollut. Res. https://doi.org/10.1007/s11356-020-08518-5
Ayers RS and Westcot DW 1976. Water quality for agriculture. FAO Irrigation and Drainage Paper 29, Rome.
Bahadir, M., Aydin, M.E., Aydin, S., Beduk, F., Batarseh, M., 2016. Wastewater reuse in the Middle East countries –A review of prospects and challenges. Fresenius Environ. Bull. 25, 1285–1305.
Balamurugan, P., Kumar, P.S., Shankar, K., 2020. Dataset on the suitability of groundwater for drinking and irrigation purposes in the Sarabanga River region, Tamil Nadu, India. Data Br 29, 105255. https://doi.org/10.1016/j. dib.2020.105255.
Chesnin L and Yien CH., 1950. Turbidimetric determination of available sulphates. Proceedings Soil Science Society of America 14: 149-151.
Doneen LD., 1964. Water quality for agriculture. Department of Irrigation, University of Calfornia, Davis.
Eaton FM., 1950. Significance of carbonate in irrigation waters. Soil Science 69(2): 123–133.
Hailu, B., Mehari, H., 2021. Impacts of Soil Salinity/Sodicity on Soil-Water Relations and Plant Growth in Dry Land Areas: A Review. J. Natural Sci. Res, 12(3), 1-10.
Haque, S., Kannaujiya, S., Taloor, A.K., Keshri, D., Bhunia, R.K., Champati Ray, P.K., Chauhan, P., 2020. Identification of groundwater resource zone in the active tectonic region of Himalaya through earth observatory techniques. Groundw. Sustain. Dev. 10, 100337. https://doi.org/10.1016/j.gsd.2020.100337
Ibrahim, M., Elhaddad, E., 2021. Surface water quality monitoring and pollution of Ismailia Canal, Egypt, using GIS-Techniques. Fresenius Environmental Bulletin, 30, 70-79.
Jang, C.S.; Chen, J.S., 2009. Probabilistic assessment of groundwater mixing with surface water for agricultural utilization. J. Hydrol. 376, 188–199.
Karuppannan, S., Serre Kawo, N., 2020. Groundwater quality assessment using geospatial techniques and WQI in north east of adama town, oromia region, Ethiopia. Hydrospatial Anal 3, 22–36. https://doi.org/10.21523/gcj3.19030103.
Kelly, W.P., 1940. Permissible Composition and Concentration of Irrigated Waters. Proceedings of the American Society of Civil Engineers, 66, 607-613.
Khan, A., Govil, H., Taloor, A.K., Kumar, G., 2020. Identification of artificial groundwater recharge sites in parts of yamuna river basin India based on remote sensing and geographical information system. Groundw. Sustain. Dev. 11, 100415. https://doi.org/10.1016/j.gsd.2020.100415.
Mohiuddin, M., Irshad, M., Sher, S., Hayat, F., Ashraf, A., Masood, S., Waseem, M., 2022. Relationship of Selected Soil Properties with the Micronutrients in Salt-Affected Soils. Land, 11(6), 845.
Osborn GH and Johns H., 1951. The rapid determination of sodium and potassium in rocks and minerals by flame photometry. Analyst 76: 410-415.
Panneerselvam, B., Paramasivam, S.K., Karuppannan, S., Ravichandran, N., Selvaraj, P., 2020. A GIS-based evaluation of hydrochemical characterisation of groundwater in hard rock region, South Tamil Nadu, India. Arab. J. Geosci. 13, 837. https://doi.org/ 10.1007/s12517-020-05813-w.
Ravikumar, P.; Somashekar, R.; Angami, M., 2011. Hydrochemistry and evaluation of groundwater suitability for irrigation and drinking purposes in the Markandeya River basin, Belgaum District, Karnataka State, India. Environ. Monit. Assess. 173, 459–487.
Rengasamy, P., Marchuk, A., 2011. Cation ratio of soils structural stability (CROSS). Soil Res. 49, 280–285.
Richards LA., 1954. Diagnosis and improvement of saline and alkali soils. USDA Hand Book, No. 60.
Szabolcs I and Darab C., 1964. The influence of irrigation water of high sodium carbonate content of soils. In: Proceedings of 8th International Congress of ISSS, Transmission, vol 2. pp 803–812.
Tahmasebi, P.; Mahmudy-Gharaie, M.H.; Ghassemzadeh, F.; Karouyeh, A.K., 2018. Assessment of groundwater suitability for irrigation in a gold mine surrounding area, NE Iran. Environ. Earth Sci. 77, 766.
Wilcox LV 1955. Classification and use of irrigation waters. USDA Circular. 969, Washington, DC.
Yetis, A.D., Kahraman, N., Yesilnacar, M.I., Kara, H., 2021. Groundwater quality assessment using GIS based on some pollution indicators over the past 10 Years (2005–2015): a case study from semi-arid harran plain, Turkey. Water, air. Soil Pollut 232, 11. https://doi.org/10.1007/s11270-020-04963-7.
Zaman, M., Shahid, S. A., Heng, L., 2018. Irrigation water quality. In Guideline for salinity assessment, mitigation and adaptation using nuclear and related techniques (pp. 113-131). Springer, Cham.