Solid
Waste Management / Sewage Outfall
Pallikaranai is the heart of the south Chennai wetlands and it is in this
part that the major rape of the ecosystem is underway at a breakneck speed.
The STP is totally defunct (there is no Power Supply), save for the
Pipeline system that brings the Sewage to the treatment plant and is allowed
to discharge itself of its load directly into the wetland without even the
basic filtration process. Ironically, this is hailed as a ‘Natural
Treatment’ by the authorities. Added to it, a part of the STP has been
allotted to the Corporation of Chennai to dump the Garbage of the city. This
is aimed to be used a land filling arrangement. The Alandur Municipality
Dump Yard is also proximate and employs a similar strategy sans any
scientific way of Solid Waste collection and Disposal system and thus, most
of it finds way into the waters of the wetlands and affects the entire
biotic ecosystem. The data about the Garbage disposal in the study area
speaks volumes about the content of the solid waste and the harm that it can
cause.The
Physico-Chemical components of the Solid Waste Sample when interpreted with
the water quality, give tangible results that prove that the wetlands of
South Chennai are being affected by the harmful practices of humans. For the
detailed table of the Water Quality Analysis and the Four Year Data on the
Garbage generation of the city, refer to the Appendix
Remote Sensing and GIS
Integration
Remote
sensing refers to the acquisition of information about an object without
physical contact (Lo & Yeung, 2002). Data Analysis of the wetlands was
done both visual and digital interpretation. The image analysed was a
LISS-III (IRS-1C) of 25.5m resolution. The capture date was 3rd
may 2000. Erdas Imagine 8.4 and ENVI RT 3.5 were used for rectification
and classifications while Arc View 3.2 and Arc GIS for GIS analysis. 17
village maps (1:5000) of the study area were collected. To bring them into
the GIS environment, Ground Control Points (GCPs) by aid of Global
Positioning System (GPS). These were analysed for Area spread and land use
/ cover delineation. These were used to Geo-reference the sat img and
extraction of study area. Supervised Classification based on in situ
support and training sites bought to light the plight of the wetlands.
Vegetation, Turbidity and Habitat mapping further projected the damage. The
region is a wetland of diverse character with only the region around the
pallikaranai village being saturated with water throughout the year. The
rest of the region
towards the
south of this patch is Non-Perennial in nature and thus in spite of the
Ground truth knowledge the supervised classification gave the regions as a
new class which we had to name dry beds. Upon completion, in the process
of the Table Lookup Classification, the class was merged and thus the
wetland identified. In all, Nine Land use classes were identified and
plotted as a map. The classes were identified as deep water, shoreline
vegetation, dry beds, shallow water, thick vegetation, contaminated
vegetation, built up areas, , landfills, open areas. A turbidity
classification was carried on over the image, to analyse the turbid
character of water, which pictured the encroachments and disturbances
caused t the wetlands. This was done by subtracting band 1 with that of
the FCC
and classified.
The classes
obtained were low medium and high
Water Quality
Turbidity
is the result of
suspended particles in water. It is the expression of the optical property
that causes light to scatter. Turbidity increases when topsoil or effluents
are induced into the aquatic environment and in turn decreases the light
penetration and thus affects photosynthesis. Groundwater is less turbid due
to filtration. Measured in Nephelometric Turbidity units (NTU), high
turbidity values were recorded in the study area STP-83.2NTU, along
Vel-Tamb.Rd-26.9NTU, Thoraipakkam -66.9 this is way beyond the permissible
limits of 5NTU (GOI) for drinking water. Hydrologists put the average
turb.value at 30-35 (2002).
The
Total Dissolved Salts
possess a complimentary relationship with turbidity and include calcium
ions, bicarbonates, chlorides, nitrates, phosphates, ferrous ions,
sulphates, potassium, magnesium and other ions. These determine the flow of
water in and out of the cells of organisms and are essential at certain
levels to maintain the aquatic life. High TDS content leads to
Eutrophication. TDS levels are above the permissible limits of 2000mg/l at
3036 and 2840 mg/l proximate to the Thoraipakkam intersection, where both
the sewage and the garbage coagulate and enter the vast wetland that as yet
is untouched and virgin in nature. In comparison, to the on the same area,
TDS has increased considerably from 1410 (TNPCB 1995) to 2704 and from 1720
to 3036mg/l.
Electrical
Conductivity mic S/cm
is the capacity of water to conduct electricity and is an indirect measure
of the salt concentration (Salinity). High conductivity leads to high amount
of ions such as sodium (Na+) calcium (Ca+) magnesium
(Mg2+), chloride (Cl-), sulphates (So2-4),
bicarbonates (HCO3-) and carbonates (CO32-)
in water. Polluted waters have high conductivity. Here EC was at a high 4236
and 3895 mic S/cm giving a clear indication of the high pollution levels.
pH:
‘P’
stands for Negative logarithm (to the base ten) of and ‘H’ stands for the
hydrogen ion concentration. The permissible limit is 6.5 – 8.5 (<7- acidic
&> 7 basic GOI). The study area gave a pH value ranging from 6.99-7.96. Most
of the aquatic flora is supposed to flourish within the pH value on either
side of 7. Thus the study area is a good wetland with rich biodiversity.
Barring the STP (6.99) the rest of the study area has a basic (above 7)
character to it.
Alkalinity
is the measure of the concentration of such ions in the water that would
react to neutralize hydrogen ions and is thus a measure of the ability of
water to neutralize or assimilate acids. In this wetland values as high as
808 (200mg/l GOI) and 788mg/l were attained. High alkaline water gives a
bitter taste and makes it unpalatable.
Hardness and
Calcium
are associated
with the ability of water to precipitate soap or react with soap and is due
to the presence of divalent cat ions such like calcium, magnesium,
strontium, ferrous iron and manganese ions. Bicarbonates & carbonates of
calcium and magnesium cat ions cause Temporary Hardness, while sulphates and
chlorides of calcium and magnesium cause permanent hardness. Natural
hardness depends upon the geologic nature of the drainage basin. The water
here is Hard with values of 720 and 670mg/l is, while the permissible limit
is only 200mg/l (GOI) and 300 mg/l (USGS). Thus, it is deemed unfit for
Human use. High hardness of the region can be attributed to the discharges
of the industrial effluents rich in calcium with a high content - 200 and
188 (GOI-75).
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