assesment on impact of treated and partially treated waste water disposal on surface water bodies
TRANSCRIPT
ASSESMENT ON IMPACT OF TREATED AND PARTIALLY TREATED
WASTEWATER DISPOSAL ON SURFACE WATER BODIES
(A CASE STUDY OF TIRUNELVELI CORPORATION)
Sharmila.D*
*(Department of Civil Engineering, Thiagarajar College of
Engineering, Madurai
Email: [email protected])
ABSTRACT
The increasing scarcity of water in the world on one hand and
the rapid population growth in urban areas on the other require
the use of appropriate water management practices. Treated
wastewater reuse may be considered as an additional water
resource in the region of Tirunelveli district. The regions such
as Ramayanpatti and Nainarkulam are irrigated with treated
wastewater and partially treated wastewater respectively. The aim
of this study is to aid management of crop irrigation by
analysis of treated and partially treated wastewater quality from
the sewage treatment plant and the treated wastewater mixing
through the surface water bodies apply to the irrigation
purposes. Due to continuing increases in demand of fresh
domestic water by the urban sector have indeed produced greater
volumes of wastewater. Treatment of wastewater in stabilization
ponds is an effective and low cost method of pathogen removal,and
is therefore suitable for schemes wastewater reuse.it is used
successfully in the treatment of wastewater from the city of
Amman,Jordan,as well as from parts of the city of Tunis ,Tunisia
and in Lima, Peru,where maize and vegetables as well as fodder
crops are irrigated.In Lima, wastewater treatment in
stabilizatiogn ponds is the only means of providing and there is
no crop production.Hence this study shows in this
region,eventhough the treated wastewater mixes with surface water
and the quality of surfacewater is not altered and also that the
treatment efficiency is also good and that water can be used for
a irrigation.
Keywords: Wastewater,Agriculture,Treatment,Health,Surface
water,Irrigation
1.INTRODUCTION. There cannot be uniform health/treatment standards for
countries with different socio economic
conditions. Low-cost, flexible and safe treatment technologies
like pond-based on-farm
water treatment, etc. are to be explored. a combination of
processes such as sedimentation,
dilution, aeration, natural die-off, exposure to UV-light, etc.
also play a role in low-cost wastewater treatment there are also
geographical, societal and cultural differences in the way
wastewater is perceived and used in different regions of the
world. hence, innovative solutions need to be adapted to suit
local needs and capabilities to implement the safe use of treated
wastewater in agriculture successfully. To feed the growing
population, the food production needs to be increased. the
increased need for food production demands greater irrigated
agriculture, which consumes 70% of world’s freshwater resources
that remains more or less constant even as the world population
continues to rise in the context of population growth, climate
change and limited freshwater resources, wastewater comes in as a
sustainable source of water.
With the increasing coverage of population under sanitation and
growing volumes of wastewater,
it is fast becoming an important resource particularly in urban
and peri-urban areas.
the reuse of treated wastewater in agriculture for irrigation and
as a source of nutrients to enhance food production dates back to
centuries, it has been a practice both in developing and
developed countries.
Farmers in water-scarce regions use treated wastewater mainly
because it is the only source of irrigation water during periods
of droughts in these regions. Most countries in the world are
moving towards the reuse of wastewater for irrigation of both
agriculture and other uses. it was estimated in an earlier study
by Who that about 20 million hectares of crops around the world
were irrigated with wastewater. thus, without doubt, wastewater
is becoming an important resource, especially in the dry, water-
scarce regions of the world, most of which are in developing and
underdeveloped countries. in developing countries, wastewater is
not only a growing source of water, but also a growing source of
livelihood and food security for many people, as world’s 13% of
the population is under-nourished.
2.STUDY AREAThe Tirunelveli district is located in the southern part of
Tamil Nadu. It is surrounded by Virudhunagar District in the
north, the Western Ghats in the west, Kanyakumari District in the
south and Thoothukudi District in the east. The district covers
an area of 6,823 km2. It lies between 8°05’ and 9°30’ north
latitude and 77°05’ and 78°25’ east longitude.Tamirabarani is a
perennial river which flows in this district. Using stabilization
pond treatment system in the area of Ramayanpatti.
After treatment, the treated water using for irrigation
process Treated water passes through the kodagan channel.
TIRUNELVELI: Underground sewage water released from the last pond
of the effluent treatment yard at Ramaiyanpatti is mixing with
the irrigation water flowing through the Kodagan Channel, one of
the major irrigation channels in the district.Sewage water of
Tirunelveli Corporation’s underground drainage programme is being
treated in eight open ponds dug at Ramaiyanpatti by the TWAD
Board, which executed the project.
Tirunelveli District was formed in 1790 by the East India
Company. Later it came under the direct control of the British
Crown Queen Victoria. The name Tirunelveli has been compose from
the three Tamil words i.e. 'Thiru - Nel - Veli' meaning Sacred
Paddy Hedge
2.1Irrigation
The District is blessed with the Western Ghats from which the
perennial rivers flow and drain towards the east. The entire
surface water of the District is drained into major river basins
viz., Thamiraparani, Vaippar, Nambiar and Hanmanathi.
Thamiraparani is the major river basin in the District. The other
streams which are seasonal in nature are Servallar, Manimuthar,
Ramanathi, Pachayar, Chittar and Uppodai rivers which drain into
the Thamiraparani basin. The major sources of irrigation are
Canal, Tank and Well .
2.2 Wastewater Treatment Plant
A wastewater treatment plant of capacity 24.2 MLD is established
in a village called Ramayanpatti in the Tirunelveli districts.The
treatment technique used is both aerobic and anaerobic which is
done using stabilization ponds.Though it is designed for the
capacity of 24.2 MLD it only recieves and treats about 10 MLD .
2.3 Stabilization Pond at Ramayanpatti
3.MATERIALS AND METHODSThe object of sampling is to collect a portion of wastewater
small enough in volume to be conveniently handled in the
laboratory and still representative of the wastewater to be
examined. It must be collected in such a manner that nothing is
added or lost in the portion taken and no change occurs during
the time between collection and laboratory examination. Unless
these conditions are met, laboratory results may be misleading
and worse than no results. The sample should be taken where the
wastewater is well mixed. This is most easily accomplished if
the sampling point is located where the wastewater flow is
turbulent, for example, at a tap on the discharge side of a pump,
where a free fall from a pipe line occurs, where the discharge
from a pipe is against a baffle as at the inlet of a tank, or
just as the flow enters a pipe as at the effluent line from a
tank. The collection of proper samples should be made as easy as
possible. Sampling points should be readily accessible, proper
equipment should be at hand, safety precautions established, and
protection of personnel from inclement weather provided, for the
easier it is to take proper samples, the more likely it will be
done. Sample preservation may be necessary for some chemical
constituents. The accepted preservatives and the holding times
for the various constituents are listed in EPA Manual "Methods
for Chemical Analysis of Water and Wastes".
This work was related with water quality parameters such as pH,
electrical conductivity, total hardness, Ca, Mg, total
alkalinity, turbidity, Total Dissolved solids, Dissolved oxygen.
Sixteen samples of water from system tanks were analyzed. pH was
measured by pHMeter; EC was measured by Conductivity Bridge.
Total hardness, Ca, Mg, total alkalinity, Chloride were
determined by titration method.
LOCATION OF SAMPLING POINTS
Chemical analysis of surface water at some selected sites in
Thirunelveli was carried out with respect to PH, EC, Mg+2, Ca+2,
Na+, K+, Cl-, So4--, No3-, Cl- was determined by titration with
AgNo3using K2CrO4 indicator . Ca+2 and Mg+2 were determined by
EDTA, content of metal by AAS. Na+ and K+ were determined by
flame photometer. No3- by spectro photo metrically using brucine
method.
4.RESULTS AND DISCUSSION
This study shows that the result was found that
concentration of No3- was high due to fertilizers, human sewage
deposited in septic systems and domestic and municipal waste
water. Correlation study on physicochemical parameters of surface
water in and around the irrigation area, Tirunelveli district .
Water samples were analyzed for PH, EC, TDS, TH, Mg+2, Ca+2, Na+,
K+, Cl-, So4--, No3-, , SO4-, COD. It was found that most of the
samples within permissible limit and also having fertilizer
elements such as N,P,K .From the collected water and sixteen
samples at the sampling sites the S3,S11,S14,S15 are high COD
concentrations. The testing parameters are calculated in mg/L and
turbidity in NTU for all samples. In areas where freshwater is
scarce, wastewater allows low-income farmers to produce crops
they would otherwise not be able to grow. Plus, wastewater
production is continuous, making it a reliable and demand-based
source of water that is available to farmers whenever they need
it (unlike canal irrigation).
Being sure of their water supply, even in the dry season, means
that farmers can grow high-value crops water security makes them
willing to risk investing in the extra inputs such crops require.
They can also grow crops that are more sensitive to water stress
(e.g., vegetables) than lower-value staple crops. The nutrients
the wastewater contains are an added benefit, saving farmers
money (in terms of chemical fertilizers) and increasing crop
yields.
Finally, being a source of livelihoods, wastewater may provide
farming families with other benefits, such as improved nutrition,
access to health care, and education.
sample no EC
Turbidity DO TDS pH
Hardness
Calcium
Magnesium
Nitrates
Sulphates
Phosphate COD
Alkalinity
Chlorides
Sodium
Potassium
S11.239 10.4 7.13
615.9
7.51 332 172 160 66 46.488 1.3313 60 756 169
120.8 57.4
S21.196 8.9 7.01
593.8
7.63 300 224 76 4.43 39.043 0.3737 92 624 158
118.2 54.9
S30.442 140.6 6.29
219.8
8.58 144 96 48 8.6 91.095 0.297 116 312 700 15.2 23.6
S41.238 109.3 7.93
614.6
7.67 220 172 48
6.423 91.095 0.2416 76 336 880 6.9 22.1
S51.154 2.2 7.82
577.1
7.51 440 204 236
7.531 37.736 0.1829 56 464 202 36.6 11.3
S60.242 2.9 7.71 121
7.42 164 92 72
6.423 12.001 0.1712 16 180 340 21.3 14.3
S71.266 0.3 7.61
629.9
7.63 492 272 220
18.06 57.672 0.175 60 568 201 80.9 13.5
S80.313 12.8 7.09
155.6
7.24 156 96 60
19.93 10.884 0.1697 0 180 440 21.3 16
S90.307 9.8 7.55
153.1
7.05 120 76 44
17.94 9.8061 0.1565 56 216 460 21.2 16
S100.334 1.8 7.46
166.9
7.03 160 64 96
9.303 9.5821 0.1805 36 224 500 21.2 12.3
S110.233 3.2 5.13 116
7.19 80 36 44
150.84 8.8734 1.1256 404 160 380 32.8 14.7
S120.772 0.9 7.02
383.4
7.61 72 32 40
450.53 58.227 0.2355 48 504 700 21.3 14.8
S130.221 4.2 7.43
109.2
6.99 64 36 28
323.61 11.41 0.0718 88 172 320 21.3 14.1
S140.216 10.9 4.01 107
6.88 100 44 56
167.45 12.555 4.4111 472 168 330 21.3 20.7
S150.213 4 5.05 105
7.22 104 32 72
167.45 6.4955 4.3392 408 160 330 21.3 13
S160.213 20.6 7.4
106.2
6.93 80 28 52
134.89 24.171 0.2241 92 156 350 21.3 21
5.Conclusion
The results are compared from the FAO standard concluded that the parameters
within the permissible limit .To analyze the impacts of treated and partially
treated wastewater irrigation on surface water quality and Socio economic aspects.
Finally to propose a suitable wastewater management strategy to Tirunelveli
corporation. Positive reuse of waste water for agricultural purposes the
agriculturalist who are ready to accept the treated water to satisfy their water
demands.
REFERENCES
1. A.LOPEZ Planning agricultural wastewater reuse in southern Italy: The case of Apulia
Region.
2. Abdelkrim Charef Irrigation water qualities-soil pollution (heavy metals and
salinity) in mornag irrigated perimeter (sw tunis, north tunisia) Fifteenth
International Water Technology Conference, IWTC-15 2011, Alexandria, Egypt.
3. Ahmed N. Bdourdec 2007.Perspectives on sustainable wastewater treatment technologies
and reuse options in the urban areas of the Mediterranean region.
4. Ali A. Aljaloud (August 2010 ) Reuse of wastewater for irrigation in Saudi Arabia and
its effect on soil and plant.
5. George Kamizoulis Setting health based targets for water reuse (in agriculture)
6. Feigin, A., Ravina, I., Shalhevet, J., 1991. Irrigation with Treated Sewage
Effluent. Springer, Berlin.
7. Kunwar P. Singh , Dinesh Mohan , Sarita Sinha , R. Dalwani(2003), ‘ Studied Impact
assessment of treated/untreated wastewater toxicants discharged by sewage treatment
plants on health, agricultural, and environmental quality in the wastewater disposal
area’,