Assessment of Physico – Chemical Parameters of Priyadarshini Jurala Project Waters in Mahabubnagar District, Telangana State, India

 

T. Vinod Kumar1*, A. Rajeshwar Rao2, Badhe Srinivas3 and C. Rajeshwari4

1Department of Chemistry, Jayaprakashnarayan College of Engineering, Mahbubnagar – 509 001,

(Telangana State), INDIA.

2Department of Chemistry, Narsimha Reddy Engineering College, Hyderabad-500 014, (Telangana State), INDIA.

3Department of Chemistry, Sphoorthy Engineering College (JNTUH), Nadargul (V), Saroornagar (M), Hyderabad – 501 510 (Telangana State), INDIA.

4Department of Civil Engineering, Govt. Polytechnic, Masab tank, Hyderabad-500028, (Telangana State), INDIA.

*Corresponding Author E-mail: vinodtappa@gmail.com

 

ABSTRACT:

The present work aimed at assessing the water quality of Priyadarshini Jurala Project, near Atmakur mandal in Mahabubnagar district, Telangana state, India. Samples collected at three sites of dam viz., S1 - upstream of the dam i.e., one km from the dam, S2 - near the dam and S3 - downstream of the dam i.e., one km from the dam. Water samples were analyzed for various physical parameters viz., temperature, PH, conductivity, turbidity and chemical parameters viz., Na+, K+, Ca2+, Mg2+, Cl-, SO42-, NO3-, PO43-, DO, BOD, COD and hardness. The analytical results shows that the values of most of the parameters are within the limits of WHO and ISI specifications. It is therefore recommended that the proper filtration are required to control the turbidity and dissolved solids and also disinfection and pathogenic tests are recommended to make it safe and healthy water for drinking purpose.

                                                                            

KEYWORDS: Priyadarshini Jurala Project, Mahabubnagar district, physicochemical parameters, turbidity, dissolved solids, pathogenic test.

 

 


INTRODUCTION:

One of the nature’s greatest gifts to mankind is clean water. Today water became a precious commodity throughout the world and unfortunately the clean water sources are shrinking globally in size and also getting polluted due to intense urbanization, industrialization and indiscriminate usage of fertilizers in agriculture sector. Now it is the time to save the purity of our great nature’s gift water.

 

 

The Jurala project, which is also known as the Priyadarshini Jurala Project is located at a distance of 10 kilometers from Kurvapur village in the Mahabubnagar district of Telangana1. Laid over the Krishna river the reservoir is at a level of 1045 feet. This power project, which has a water storage capacity of 11.94 TMC, was inaugurated in the year 1995.

 

This is the only Hydro Electric Project in the state which has the water throughout the year.

 

Mahabubnagar district2 is located at 16° 73' N and 77° 98' E. The district is well known in the country for drought and severe water scarcity. Demand for potable water is very high. River Krishna with its vast river basin (Fig. 1), is the most important river for three neighboring states ie., Karnataka, Telangana and Andhra Pradesh who depend on the river waters for their drinking, agriculture and hydroelectric generation  needs.  Though the river Krishna flows in the Mahabubnagar district more than 200km, the district head quarter is facing severe scarcity of potable water. Now, the Priyadarshini Jurala Project is the only main source which can serve the needs of drinking water to towns and villages of Mahabubnagar district and it is going to be water bowl of Mahabubnagar district in the coming years.

 

 

The above forecast prompted the authors to study the physico-chemical parameters of the Priyadarshini Jurala Project water for critical analysis.

 

EXPERIMENTAL:

 

Fig.2: Jurula water project. Images of sample collectin – i)S1, ii)S2 and iii)S3

 


 

Sampling:

Three points were selected to collect the water samples from the project. Samples were collected at three sites of dam and labeled accordingly viz., S1-upstream of the dam i.e., one km above the dam, S2-near the dam and S3-downstream of the dam i.e., one km below the dam  (Fig. 2) for convenience of study. The water samples were collected three different days between months of April and May’ 2015. Water samples were collected in two liter white color plastic bottles and preserved in the laboratory refrigerator for analysis.

 

 

Analysis of Water Samples:

Physico-chemical parameters of collected samples were analyzed by standard methods3-7. Water temperature is recorded on the spot using mercury thermometer. PH was measured using standard PH meter, total dissolved solids (TDS) by digital TDS meter model 514, electrical conductance was measured by digital conductometer. Calcium content was measured by EDTA titrimetric method while alkalinity, hardness and Mg were measured volumetrically by standard procedures. The BOD and COD determined by open reflux method and chloride by turbidity method. Fluoride ion was determined by fluoride ion specific electrode and using a reference PH meter.

 

All the chemicals used in the water sample analysis were of AR grade. All the experiments were carried in triplicate and the results were found reproducible with ±2% error.

 

RESULTS AND DISCUSSION:

Temperature:

Temperature is the most important ecological factor which controls the solubility of gases and salts in water. The temperature depends on the season and time. Since the samples were collected on the same day and the sample sites are within the range of 2km, there was no much difference in the temperature of the samples. At the downstream, the temperature is little high compared to upstream, may be due to running water. The temperature ranges from 29 – 30oC which is suitable for aquatic life and also for drinking purpose.

 

 

 

 

PH Values:

The PH values were varied from 7.26 to 8.25. Significant change in PH was not found during the study period. The levels were within the limits set by the BSI8 and WHO9.

 

Electrical conductivity and Total dissolved solids:

The electrical conductivity depends on several factors viz., concentration, mobility of ions, oxidation state and temperature.  Electrical conductivity also related to the total dissolved solids. Approximate TDS values can be computed from the measured electrical conductivity by converting it with the factor of 0.7 for fresh water.(R). The analyzed TDS values computed against measured electrical conductivity has shown close agreement. The electrical conductivity values range between 490 and 640 mhos cm-1 which were below the permissible limit. Total dissolved solids are an important parameter to ascertain the vulnerability of salt content in dissolved state. The total dissolved solids are well below the ISI limits.

 

Turbidity:

It is the measure of suspended matter in water, like particles of mud, clay and slit. Turbidity may be due to the very poor flow of river water. The turbidity levels are within the ISI limits set for drinking water. Water in all three sites was clear and non opaque.

 

Alkalinity:

The total alkalinity of the water samples was below the permissible and desirable criteria for domestic water supply.

 

Bicarbonate, Calcium and Magnesium:

Bicarbonate content determines the alkalinity of river water. The possible sources of bicarbonate, calcium and magnesium in the river water may be majorly due to dissolution of calcite, limestone and dolomites during the course of flow of the river. The bicarbonate is the most abundant ion in all three samples. This may be due to the chemical weathering taking place throughout the river basin.

 

Sodium, Potassium and Chloride ions:

Sodium is the principal cation and chloride is the major anion next to the bicarbonate ion. The source of cations in the water is due to weathering of rocks and nature of soils through which river flows.


 

 

 

Table 1: Physicochemical parameters of Priyadarshini Jurala Project water samples

Parameter

Site-1 (S1)

Site-2 (S2)

Site-3 (S3)

Average

Color

Clear

Clear

Clear

Odor

Unobjectionable

Unobjectionable

Unobjectionable

Taste

Acceptable

Acceptable

Acceptable

Air Temp. (oC)

37

36

36.5

36.5

Water Temp. (oC)

30

29

30

29.66

PH

7.52

7.59

 7.60

7.57

Conductivity (µs/cm)

490

525

540

518

TDS (mg/L)

368

395

402

388.33

Turbidity (NTU)

22

24

25

23.66

DO (mg/L)

7.2

7.8

7.7

7.56

BOD (mg/L)

3.8

4.1

4

3.96

COD (mg/L)

20

23

23

22

Hardness (mg/L or ppm)

90

110

112

104

Na

54

64

65

61

K

3.4

3.6

3.6

3.53

Ca

48

52

52

50.66

Mg

19.34

20.12

20.12

19.86

Cl

59

64

65

62.66

SO4

17

19

19

18.33

NO3

3.3

3.7

3.8

3.6

HCO3

122

140

147

136.33

PO4

2.3

2.37

2.4

2.35

TDS/ Conductance

0.75

0.75

0.74

0.746

 


Phosphate, Nitrate, Fluoride and Sulphate:

Low values of fluoride and nitrate were recorded (Table 1). The main source for the formation of nitrate is the decomposition and biodegradation of organic matter. The low level of nitrates in water samples indicates its suitability for drinking purpose and livestock consumption. The source of phosphate may be due to agriculture runoff from the fields, industrial effluents in the upstream of the river, washing activity at the banks of the river bed and weathering of rocks. Sulphates are common in natural water but levels can be increased from industrial contamination.

 

DO, BOD and COD:

These three factors are very much important in deciding the purity quality of water. Aquatic life depends on these factors. Dissolved oxygen is critical factor in water quality assessment. The dissolved oxygen adds taste to the water. It depends on the temperature and place. In present study, the average of the dissolved oxygen was found to be 11.2. The Biological Oxygen Demand is the amount of oxygen consumed by bacteria in the decomposition of organic material, including the oxygen required for the oxidation of various chemicals such as sulphides, ferrous iron and ammonia resent in the water. Lower the BOD value, higher will be the quality of water. Non-polluted natural water should have BOD of 5mg/L or less. The average BOD of the samples is found to be 6.7. The chemical oxygen demand is used as a measure of the oxygen equivalent of the organic matter content of a sample that is susceptible to oxidation by a strong chemical oxidant. COD is similar in function to BOD. The average COD of three samples was found to be 7.2. Analytical data is presented in Table 1.

CONCLUSIONS:

The study of physicochemical parameters of water provides a considerable insight into the quality of Jurala project water. Conclusions were drawn on the basis of analysis, interpretation and discussions of the numerical data. Authors feel that, even though the physicochemical parameters are within the limits of WHO and ISI, it is not fit for drinking as it is. Disinfection is necessary and requires analysis of bacterial studies and other pathological parameters, to make it suitable for safe drinking. Since the turbidity and total dissolved solids changes from time to time, it requires proper filtration to make it a safe drinking water.

 

REFERENCES:

1.        https://en.wikipedia.org/wiki/Jurala_Project

2.        mahabubnagar.tripod.com/mbnrinfo.htm

3.        APHA (1998) Standard Methods for the Examination of Water and Waste water, 20th edition. Washington D.C.

4.        APHA (1992) Standard Methods of the Examination of Water and Waste water, 20th edition. Washington. USA.

5.        Chandra Sekhar, M. & Anand Raj, P. (1995). Land use  Water Quality Modeling :  A Case Study, International Journal of Water Science & Technology, Vol. 31, No. 8, pp. 383-386

6.        Jain and Jain (2007), Engineering Chemistry, 13th edition, Dhanpath Rai Publishing Company, New Delhi, India.

7.        Rani FH and Thatcher LL (1990), Methods for Collection and Analysis of Water Samples, U.S Govt. Office, Washington, USA.

8.        ISI, Indian Standard Specification for drinking water, IS10500 (2004), New Delhi.

9.        WHO, Guidelines for drinking water quality, 2004, Geneva

 

 

Received on 05.08.2015         Modified on 22.08.2015

Accepted on 26.08.2015         © AJRC All right reserved

Asian J. Research Chem. 8(8): August 2015; Page 521-524

DOI: 10.5958/0974-4150.2015.00082.6