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International Journal of
eISSN: 2576-4454

Hydrology

Research Article Volume 3 Issue 4

Irrigation water quality of middle awash river basin, Ethiopia

Girma Taddese

Debre Birhan University (DBU), Ethiopia

Correspondence: Girma Taddese, Debre Birhan University (DBU), P.O. Box 445 Debre Birhan, Ethiopia

Received: July 16, 2019 | Published: August 20, 2019

Citation: Taddese. Irrigation water quality of middle awash river basin, Ethiopia. Int J Hydro. 2019;3(4):308-312. DOI: 10.15406/ijh.2019.03.00192

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Abstract

The Awash River acts as a major natural drain for several tributaries and hot springs along its course, and it is the main source of irrigation water in Middle Awash Valley. Hence, evaluation of irrigation water quality through time and space could help for salinity control. Two diversion weirs: Metehara and Melka Sadi and two pump sites: Melka Werer and Ambash were sampling sites. Water quality evaluation was caried for seven years. The pH value did not change over years. However, it slightly increased from July-September. ECw value was higher in June than the rest of sampling months. The ECw value from upstream to downstream ranged from 0.25-0.52dS/m. All samples collected from all sites showed values below FAO water quality guidelines for restriction. Thus, no salinity related or cropping problem should be expected because of using the Awash River water for irrigation. The ECw of Awash River water was lower during the rainy season than dry months. Which its water quality was inversely related to its flow. The combined effect of ECw and sodicity values on permeability or infiltration rate was in the recommendable range. However, in the draught years of June month care must be taken in down streams. Particularly, for more sensitive crops to salinity. Specific-ion toxicity hazardous was non-existent in using irrigation water from Awash River. Sodium significantly correlates with ECw and Adj.RNa rather the rest of cations. Sedimentation and siltation in the Middle Awash Valley is becoming great concern for maintenance of canal riverbank and drain to most projects in rainy seasons utilizing it for irrigation and other uses.

Keywords: irrigation water quality, river basin, salinity, soluble salts

Introduction

The main source of irrigation water in Middle Awash Valley is the Awash River (Figure 1), which starts from central highlands of Ethiopia. It acts as a major natural drain for several tributaries and hot springs all along its course.1 Its water quality may vary from upstream to downstream in space and time. Therefore, the quality of Awash River for irrigation should be evaluated monthly or yearly. All irrigation water contains dissolved salts, but the concentration and composition of dissolved salts varies depending on the water source and also may vary at different times in the growing season. It is therefore, important to know the concentration and composition of irrigation water at various times of the year so that sound irrigation management decisions could be made.2 The major solute comprising dissolved salts are the cations and anions. Water quality related problem in irrigated agriculture are salinity, sodicity and specific-ion toxicity.3,4 As the salinity of the soil water increases the water and those nutrients in the root becomes less, available to the plant.5

Figure 1 Awash River basin.

The two most common water quality factors that influence the normal infiltration rate are the salinity of the water and its sodium content relative to the calcium and magnesium concentration. Their relationship can be expressed in Adj.RNa. Toxicity to the normal plant development may arise from excess of chloride, boron and sodium ions concentration in the irrigation water.6 Damage results when potential toxic element is absorbed in significant amounts with water taken up by the plant roots. Hence, the primary objective of this work was to evaluate any change of the quality of Awash River for irrigation. Secondly, to evaluate the Awash River water for irrigation within various years.

Materials and methods

There were four sampling sites along the Awash River. They were comprised of two diversion weirs (Methara and Melka Sadi) and two pumping site (Melka Werer and Ambash). The elevation of the sampling site varied from 500m to 1250m above sea level from down to upstream (Figures 2A&B). About one liter of water sample was collected in a plastic bottle from January 1989 to December 1995. The water quality analysis includes pH, electrical conductivity, soluble, cations and anions, except sulphate. Sediment load was also measured in all sampling sites.

Figure 2A Upper, middle and lower Awash River valley.

Figure 2B Elevation of Awash River basin.

The total salt concentration is measured by electrical conductivity (EC) Meter JENWAY model 4010 and expressed as decisiemns per meter at 25oC(dS/m). Sodium and potassium were determined by a model PFP.7 flame photomers. Magnesium and calcium were determined volumetrically titrating with ethylene diaminetetra acetic acid (EDTA). Carbonate, bicarbonate, and chloride anions were also analyzed by titration using standard solutions of sulfuric acid and silver nitrate. All analytical works followed standard procedure as outlined by USSL-Staff 7 and adjusted sodium adsorption ratio as Adj.RNa was computed by equation 1.8

SAR [N a + ] [C a 2+ ]+[M g 2+ ] 2 MathType@MTEF@5@5@+= feaagKart1ev2aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaqcLbsacaWGtb GaamyqaiaadkfacqGHHjIUjuaGdaWcaaGcbaqcLbsacaGGBbGaaiOt aiaacggalmaaCaaabeqaaKqzadGaey4kaScaaKqzGeGaaiyxaaGcba qcfa4aaOaaaOqaaKqbaoaalaaakeaajugibiaacUfacaGGdbGaaiyy aSWaaWbaaeqabaqcLbmacaaIYaGaey4kaScaaKqzGeGaaiyxaiabgU caRiaacUfacaGGnbGaai4zaSWaaWbaaeqabaqcLbmacaaIYaGaey4k aScaaKqzGeGaaiyxaaGcbaqcLbsacaaIYaaaaaWcbeaaaaaaaa@5460@

Where, Na=Sodium in the irrigation water reported in me/l Cax=a modified calcium value in me/l.   Cax represents Ca in the applied irrigation water but modified due to salinity of the applied water (ECw), its HCO3/Ca ratio (HCO3) and Ca in me/l and the estimated as partial pressure of CO2=0.0007atmosphere). Mg=Magnesium (in the irrigation water reported in me/l).

Results and discussion

Total salt concentration of irrigation water is the single most important criterion of salinity evaluation. Because it is highly related to the salt concentration of the soil which is used as a measure of influence on plants.2,4,9 In agreement with that, the total salt concentration in Awash River water was expressed in ECw(dS/m). In general, the ECw ranged from 0.20 to 0.40dS/m during the month of the year (Table 1). In addition to that, the Awash River did not show significant change in the electrical conductivity over years and sites. The highest Ecw was recorded in June. Usually, the flow of Awash River is low in June. Thus, the water quality of the Awash River was inversely related to flow of the river (Table 2). Due to run off in the rainy period’s dilution effect of total salt concentration was low. In contrast, to the Awash River the salt content in WabiShebelle River waters of Ethiopia directly increases, with its flow.10 because, during the heavy rainy period run off dissolves easily soluble salts from the surrounding Ogden plateau of Marine Origin. Nevertheless, the Ecw in the Awash River was comparatively low when big rain falls in the catchment that is July, August and September. As a result, the lowest ECw was recorded in October low.

Month

pH

EC dS/m

Adj.RNa

January

8

0.31

2.73

February

7.7

0.3

1.36

March

7.5

0.3

1.15

April

7.7

0.36

1.58

May

7.6

0.33

1.96

June

8

0.4

2.55

July

8.1

0.35

1.63

August

7.7

0.24

1.25

September

7.8

0.23

0.65

October

8

0.2

1.26

November

8.2

0.3

0.29

December

7.7

0.34

0.57

Table 1 Mean monthly irrigation water quality

Month

Ground water

Ground water

Awash river

Depth

Salinity

discharge

(m)

(dS/m)

(m3/Sec)

January

3.57Oab

9.593ab

53.90cde

February

3.83Oa

9.837ab

76.46bc

March

3.623ab

10.17a

70.62hcd

April

3.453abc

9.713ab

94.73b

May

3.533 ab

9.540abc

61.05cde

June

3.000abcd

9.623ab

58.62cde

July

2.83/bcd

10.12a

69.40cd

August

2.493d

8.200abc

233.70a

September

2.907cd

8.717abc

229.50a

October

2.540d

7.873bc

94.92b

November

2.867bcd

8.310abc

50.51de

December

3.273abcd

7.580c

39.56e

LSDO.05

0.87

1.972

47.14

Table 2 Mean monthly ground water depth and salinity* to the ground surface from different piezometer at Melka Sadi farm and Awash River water discharge
NB: Data followed with the same latter is not statistically significant; * =abandoned fields for several years.

At Melka Werer and Ambash sampling site ECw was high as compared to upstream sites (Table 3). In June, the river flow is very low and Feleweha hot spring joins the Awash River right after Melka Sedi Sampling Site with high content of electrolyte (Table 4). In effect, the ECw at this site was always higher than the other sampling sites. However, the water samples collected from all sampling sites were below the FAO water quality guidelines.3 Provided that, no salinity related or cropping problem could be expected in using the Awash River for irrigation. Prolonged use of irrigation water from Awash River in June in drier years may cause salinity related problems only to sensitive crops.

Soluble cations and anions (me/l)

 

 

 

 

Month

HCO3-

Cl-

Na+

K+

Ca++

Mg++

Adj.RNa

Jan

3.25

1.27

2.47

0.18

1.36

0.65

3.06

Feb

3.2

1

3.06

0.18

1.53

0.58

2.83

Mar

3.23

1.69

2.83

0.22

1.66

0.65

3.04

April

3.22

1.3

2.42

0.19

1.43

0.64

2.41

May

3.38

1.02

2.89

0.26

1.34

0.55

3.25

June

4.01

1.34

3.15

0.28

1.38

0.59

3.61

Jul

4.69

1.12

2.12

0.24

1.16

0.49

2.58

Aug

2.97

0.49

1.21

0.15

1.07

0.45

1.45

Sept

2.35

0.81

1.55

0.16

1.35

0.47

1.78

Oct

2.76

0.16

1.97

0.21

1.29

0.45

2.19

Nov

2.94

1.34

1.71

0.16

1.31

0.61

2.01

Dec

2.92

1.3

2.18

0.17

1.35

0.56

2.54

Table 3 Mean value of soluble cations anions and Adj.RNa of different months
*=Mean of seven years

Soluble cations and anions (me/l)

 

 

 

 

 

Site

HCO3-

Cl-

Na+

K+

Ca++

Mg++

Adj.RNa

EC+

Metahara

2.63

0.68

1.66

0.17

1.9

0.51

2.05

0.25

Melka Sadi

2.79

0.8

1.74

0.2

1.31

0.51

1.93

0.35

Werer

2.44

1.09

2.56

0.2

1.34

0.57

2.67

0.4

Ambash

3.53

1.1

2.58

0.19

1.33

0.54

2.93

0.5

Drainage Sink(Ambash)

3.55

2.82

2.95

0.26

1.53

0.61

3.24

0.52

Table 4 Mean value of soluble cations, anions and adj.RNa at different sites of awash River*
*=seven years average and +=dS/m.

Several authors8,11,12 indicated that normal infiltration rate could be affected by salinity of the water and sodicity or very high sodium content over to the calcium and magnesium content. Irrigation water with very high sodium content and low salinity disperses soil aggregate and fine particles by reducing soil pore spaces, which decreases soil infiltration rate. Low salinity of irrigation water less than 0.2dS/m is corrosive and tends to leach soluble calcium and other minerals from surface soil by reducing aggregate stability and soil structure. The combined effect of salinity and sodicity (Adj.RNa) values on soil permeability was on the recommendable range (Table 5). Concentration of soluble cations and anions was low from July to September as compared to the rest of the months. Potassium concentration was very low and did not show any significant differences over years and sampling sites. In general, concentration of soluble cations and anions in Awash River water of the Middle Awash Valley could be formulated as Na>Ca>Mg>K and Cl>SO4>HCO3>CO3. Mass5 showed that the most common toxic ions to plants in irrigation water are Boron (B), Na, and Cl. Accumulation of excess of these elements may cause necrosis (dead plant tissue) only to sensitive crops. Toxicity problem differs from salinity that it can easily be taken up by plant from soil-water or leached down from soil. Thus, specific-ion toxicity hazards are non-existent in using irrigation water from the Awash River at Middle Awash Valley. Table 4 showed that the Cations and anions were significantly correlated with EC and Adj.RNa.

Site

Regression

r

Metahara

Na=9.1ECw-0.82

0.87

Na=1.3adj.RNa-0.31

0.99

Melka Sadi

Na=7.7ECw-0.48

0.82

Na=1.2 adj.RNa+0.2

0.98

Melka Werer

Na=9.9ECw=1.2

0.9

Na=1.17adj.RNa-0.23

0.96

Ca=0.84ECw-1.01

0.98

Ambash

Na=9.3ECw-0.71

0.83

 

Na=1.2adj.RNa-0.2

0.69

Table 5 Regression relationship between major irrigation water quality components in different locations

Conclusion

Salinity and sodicity increases from upstream to downstream. Values of salinity and combined effect salinity and sodicity levels were below the FAO guidelines for water quality restriction limit. Thus, no salinity problem could be expected in using Awash River water for irrigation in Middle Awash area. However, in June care must be taken for sensitive crops. Specific-ion toxicity hazardous was non-existent in utilizing Awash River water for irrigation.

Acknowledgements

None.

Conflict of interest

The author declares that there are no conflict of interest.

Funding

None.

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