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10.4 INDUSTRIAL
POLLUTION CONTROL
10.4.1 Development of emission factors
for cement industries
The studies were carried
out in association with National Productivity Council, New Delhi. Emission factors
are very useful tools for estimating air pollutants from sources.
The
emission factors with and without APCDs evolved for various sections of a dry
type cement plant are presented in table 10.1
Table
10.1: Emission Factor With and Without APCD For Dry Type Cement Manufacturing
Industries
| S.
No. | Section
| Sub
Section | Emission
Factors in Kg/T of Clinker Produced | |
| Without
APCD | With
APCD | |||
| 1. | Kiln | Kiln, Raw Mill & Clinker Cooler | 94 |
0.98 |
| 2. | Grinding | Cement Mill & Coal Mill | 257 |
0.21 |
| 3. | Others | Packing, Raw Mill Silo, Cement Mill Silo | 7 |
0.01 |
| Total | 358 |
1.20 | ||
Similarly, the emission factors with and without APCDs evolved for various sections of a Wet type cement plant are presented in Table 10.2:
Table
10.2: Emission Factor With and Without APCD for Wet Type Cement
Manufacturing
Industries
| S.
No. | Section
| Sub
Section | Emission
Factors in Kg/T of Clinker Produced | |
| Without
APCD | With
APCD | |||
| 1. | Kiln | Kiln, Raw Mill & Clinker Cooler | 174 |
0.20 |
| 2. | Grinding | Cement Mill & Coal Mill | 123 |
0.02 |
| 3. | Others | Packing, Raw Mill Silo, Cement Mill Silo | 6 |
0.03 |
| Total | 303 |
0.25 | ||
10.4.2
Assessment of requirement of bag filter vis-a-vis ESP in Thermal Power Plants
The continuous
deterioration of coal quality with increase in ash content has affected the performance
of ESPs. Realising the problem, some of the State Electricity Boards are planning
to incorporate bag filter technologies to control the emission of particulate
matter. In order to assess feasibility of installation of bag filter, a study
has been initiated and indepth studies have been completed.
10.4.3
Description of alternate flyash disposal system for thermal power plant
Over the period number of alternate flyash disposal technologies
have been developed and are successfully operating in developed countries. The
dry ash disposal in the form of ash mound and dense phase ash disposal are few
examples wherein land and water requirement ash disposal are very low in comparison
to present conventional system. In order to promote these technologies in the
country, a study on description of alternate flyash disposal system for thermal
power plant including cost benefit assessment has been initiated in collaboration
with IIT, Delhi and Flyash Mission. The study is likely to be completed by the
year 2001-2002.
10.4.4 Development of Clean Technology
for iron ore mines and development of Environmental Standards.
The
main objectives of the study are as follows:
During
reporting period study is continued.
10.4.5 Assessment
of Pollution Potential from Ship breaking activities
CPCB conducted the study through MECON, Ranchi. Two ship breaking sites namely
Alang (Gujarat) and Kolkata, (West Bengal) were selected for indepth study. Report
is being finalised.
10.4.6 Evaluation Of Technology
For Treatment And Disposal Of Distillery Wastewater
The Central
Pollution Control Board constituted an expert committee during the year 1998-1999
to evaluate the technology for treatment and disposal of distillery wastewater
under the chairmanship of Prof. R.H. Siddiqui. The committee identified following
technologies for detailed performance study:
The
committee observed that inspite of the distillery industry being close to 100
year old, the proper and trouble free management of the distillery wastewater
has not been possible. This is due to the fact that the treatment of the wastewater
to an extent that would make it innocuous when disposed in the environment is
difficult and costly.
The treatment of distillery wastewater to the extent
that would make it safe to dispose in the environment has not been possible. In
most cases, a partial treatment is given through primary biomethanation followed
by an aerobic secondary treatment step, i.e. activated sludge process. The secondary
effluent has to be diluted to meet the effluent standards for disposal on land
for irrigation or in an inland surface water body.
The secondary aerobic
process requires a high amount of energy input on a continuous basis, which is
often not practical to cut the cost of treatment. This results in an inadequate
treatment and environment degradation of the surroundings.
When the effluent
is applied on land, it should be done on a scientific basis and a strict control
should be exercised in regard to the treatment and dilution of the treated wastewater
and its application rate, otherwise it results in an irrepairable adverse effect
on soil and groundwater. Many a times availability of sufficient land for disposal
through irrigation becomes a bottle-neck. Under such circumstances the industry
disposes undiluted waste on a limited area resulting in soil degradation and groundwater
pollution.
When the treated spent wash is disposed in inland surface
waters, the requirement of the dilution water is twice as much as that required
for disposal on land to meet the effluent BOD standard. Though no standards are
prescribed for inorganic dissolved salts for such disposal, this may also result
in an increase in the salinity of the receiving water body, particularly in the
low flow season.
Considering the problems in the treatment and disposal
of the wastewater on land for irrigation or in surface water, namely, large power
requirement for the second stage aerobic treatment, use of fresh water for dilution,
non-availability of sufficient land and adverse effects on the receiving stream
or land, the other alternatives, composting, controlled once a year land application,
estuarine and marine disposal, seem to be more promising. Concentration and incineration
with energy recovery would be the ideal solution. However, the technology is yet
to be proven on field scale.
Many industries do not opt for composting
assuming that a suitable filler material would not be available from nearby sources
at a `reasonable' cost. A detailed analysis of costs, economic as well as environmental,
must be made before anaerobic and aerobic treatment, dilution and disposal on
land or inland watercourse is preferred over composting.
For industries
located on coastline, disposal by dilution seems to be the ideal solution. However,
this should be done only after biomethanation and recovery of energy and ensuring
adequate dilution in the receiving water body in a limited mixing zone.
Where existing industries are having problems in suitably disposing the waste
on land or in inland water bodies, they should be encouraged to adopt a combination
of technologies to minimise the problem.
Each of the alternatives discussed
above can go wrong if a site specific waste management and monitoring programme
is not implemented. The results of monitoring must be reviewed periodically and
the management plan may be modified, if necessary.
Recommendation
The treatment of distillery wastewater to the extent that
would make it safe to dispose in the environment has not been possible. In most
cases, a partial treatment is given through primary biomethanation followed by
an aerobic secondary treatment step, such as the activated sludge process. The
secondary effluent has to be diluted to meet the effluent standards for disposal
on land for irrigation or in an inland surface water body.
Primary treatment
through biomethanation and energy recover, for which proven technology is available,
has been used extensively by distilleries. It may be an integral part of any treatment
scheme other than concentration and incineration.