ASSESSMENT OF WATER QUALITY PARAMETERS OF NAG RIVER FLOWING THROUGH NAGPUR, MAHARASHTRA

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Domestic Water Quality- Issues and Mitigation

ASSESSMENT OF WATER QUALITY PARAMETERS OF NAG RIVER FLOWING THROUGH NAGPUR, MAHARASHTRA

A.M. PATIL, D.M. RAIPURE, M.W. PAUNIKAR, SANDEEP K SHUKLA* CENTRAL WATER COMMISSION NAGPUR, INDIA


NAG RIVER : VARIOUS EFFORTS AND CRITICISM FOR PROTECTION


OBJECTIVE OF THE STUDY:  To assess Water Quality and Quantity of Nag River water.  To evaluate the water quality in urban stretch of the river before discharge in Gosikhurd dam.  To examine the causes of Nag River pollution and suggest the remedial measure.  To share information to agencies who are involve in Nag River Rejuvenation


Kan han

Nari

Pili r iv

er an nh Ka

Pili riv er

rive r

Kamptee road

er riv

NAGPUR Futala lake

Pawan Goan

Sangamwadi

Lava village

g Na

er v i r

Gandhi sagar

Hivri Naga r iver Moksdham Nag r

Nag ri

ver

Mahalgoan

Parsad Shivani

Ambazari lake Ambhora

Locations River Railway line

Not to scale

To W

ard h

a

Sonegoan lake

LEGENDS Water Quality Sampling

Wainganga rive r

Gorewada

olk ata

river

To K

Veen a

T

N

indw o Ch

elhi To D

ara

INDEX MAP OF NAG RIVER

Aam River

Gosikhurd Project To Nagbhid


NAG RIVER : QUANTITY OF WATER DISCHARGE OBSERVATION RIVER: NAG – PILI RIVER PLACE : NAGPUR HOURLY RIVER/ TRIBUTARY

PILI RIVER NAG RIVER

ORIGIN

LOCATION

DISCHARGE M3/Sec

DAILY

MONTHLY

ANNUALL Y

MILLION LITER

GOREWADA

PAWAN GAON

5.8719

21.1

507.3

15219.9

185176.2

AMBAZARI

BHARAT WADA

5.2174

18.7

450.7

13523.5

164535.9

PARSAD

8.9469

32.2

773.0

23190.3

282149.4

5.019

18.0

433.6

13009.2

158279.1

NAG – PILI RIVER

AFTER CONFLENCE

NAG – PILI RIVER

AFTER CONFLENCE

SHIVANI


THE DESIGNATED BEST USE CLASSIFICATION OF INLAND SURFACE WATER CPCB (IS:2296-1982) CLASS

DESIGNATED BEST USE

CRITERIA

A

Drinking Water Source without conventional treatment but after disinfection

pH Dissolved Oxygen (DO) Biochemical Oxygen Demand (BOD) Total Coliform

6.5 to 8.5 6 mg/l or more 2 mg/l or less 50 MPN/100 ml

B

Outdoor bathing (Organised)

pH Dissolved Oxygen (DO) Biochemical Oxygen Demand (BOD) Total Coliform

6.5 to 8.5 5 mg/l or more 3 mg/l or less 500 MPN/100ml

C

Drinking Water Source with Conventional treatment followed by disinfection

pH Dissolved Oxygen (DO) Biochemical Oxygen Demand (BOD) Total Coliform

6.0 to 9.0 4 mg/l or more 3 mg/l or less 5000 MPN/100 ml

D

Propagation of wild life and fisheries

pH Dissolved Oxygen (DO) Free Ammonia

6.5 to 8.5 4 mg/l or more 1.2 mg/l

E

Irrigation, industrial cooling and controlled waste disposal

pH Electrical Conductivity Sodium Absorption Ratio Boron

6.5 to 8.5 2250 Âľmho/cm 26 2 mg/l


WATER QUALITY CORE PARAMETERS DATA OF NAG RIVER


WATER QUALITY OF NAG RIVER : CORE PARAMETERS

CLASS

A

B

C

D

E

pH

6.5 to 8.5

6.5 to 8.5

6.0 to 9.0

6.5 to 8.5

6.5 to 8.5

DO min(mg/L)

6.0

5.0

4.0

-

-

BOD min(mg/L)

2.0

3.0

3.0

-

-


WATER QUALITY OF NAG RIVER : CORE PARAMETERS

CLASS

A

B

C

D

E

NO 3 max (mg/L)

20

-

50

-

-

Tcol Max ( MPN/100 ml

50

500

5000

-

-


WATER QUALITY AT SHIVNI SITE CORE PARAMETERS

UNIT

pH

Min

Max

BIS(IS 2296:1982)

7.3

8.8

6.5 -8.5

Temperature

0

C

22.0

31.4

-

Conductivity

Âľmho/cm

396

824

2250(Max)

Dissolved Oxygen

mg/L

0.0

3.2

4.0(Min)

Biochemical Oxygen Demand

mg/L

15

195

3.0 (Max)

Chemical Oxygen Demand

mg/L

59

531

250*

Nitrate-N

mg/L

0.47

10.98

50 mg/L(NO3)

Nitrite-N

mg/L

0.06

38.85

-

Faecal Coliform

MPN/100mL

100

120000

-

Total Coliform

MPN/100mL

650

120000

5000

* Tolerance limit for industrial Effluent BIS 2490:1981(I) Inland surface water


NAG RIVER : WASTE WATER MANAGEMENT SOURCES

URGENT NEED

• Strom water discharges • Hotel and Offices • Agricultural runoff • Landfill leachates • Industrial wastewater • Shopping Mall dumping site

Avoid contaminations in river water Decentralize approach for treatment Recycle and Reuse of Waste Water

IMPACT • • • • • • •

Odor problems Mosquito nuisance and breeding of insects E-coli and other pathogenic micro-organisms can contaminate drinking water sources Spreading of communicable diseases like cholera, dengue, malaria, etc Impact on bathing quality of rivers,etc. Ground water pollution Contamination of water of Gosikhurd National Project


REMEDIAL MEASURES

Protection of Origin

Phyto-remedation

Regular monitoring

Disconnect of sewage lines

Solid waste management

Recycle - Reuse

Adequate STP

Remove Encroachment

IEC activities


Mitigation Techniques: Phytoremediation


Phytoremediation : Mechanism TOLERANCE MECHANISMS FOR INORGANIC AND ORGANIC POLLUTANTS IN PLANT CELLS. DETOXIFICATION GENERALLY INVOLVES CONJUGATION FOLLOWED BY ACTIVE SEQUESTRATION IN THE VACUOLE AND APOPLAST, WHERE THE POLLUTANT CAN DO THE LEAST HARM. CHELATORS SHOWN ARE GSH: glutathione, Glu: glucose, MT: metallothioneins, NA: nicotianamine, OA: organic acids, PC: phytochelatins. Active transporters are shown as boxes with arrows.


Phytoremediation : Plants & Performance Water Hyacinths

Pollutant

(% removal)

Forage Kochia Poplar Trees Willow Trees Alfalfa Cattail Coontail

Performance

Total suspended solids

75 – 95

Biochemical oxygen 80 – 95 demand 80 – 90

Bullrush

Chemical oxygen demand

Reed

Total nitrogen

80 – 95

American pondweed

Phosphate

60 – 80

Common Arrowhead

Fecal coliform

85 – 95


NEERI Nagpur: Proposed design of Phytorid Estimated land area required: 2563 m2 For a plant capacity of 1000 m3/day

Entire length of the plant: 267m For a plant capacity of 1000 m3/day

Length of the Phytorid bed: 184 m Dimension: 1.5m depth X 184m length X 8m width

Project completion period: 12 months ADVANTAGE: Economic Operation and maintenance expenses are negligible. Minimum electricity requirement Smaller footprint (Retention time: Typically less than 24 hrs.) Facilitates recycle and reuse of water No foul odor and No Mosquito Nuisance. Tolerates fluctuations in operating conditions such as flow, temp, and pH


CONCLUSION •

The Nag river - Pill river water is severely polluted.

It is urgent need to take various effort to rejuvenation the Nag river as well as water of Gosikhurd National Project.

Regular Monitoring is needed to check water quality of river.

Adequate number of STP, decentralise systems, phyto-remedation are required.

Removal of encroachment to maintain the flow of river.

Awareness campaign/IEC for the protection of Nag river.


Thank you

Gosikhurd National Project


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