ENVIRONMENTAL
STANDARDS INCLUDING SCHEDULE FOR THEIR ENFORCEMENT 10.1 INDUSTRIAL
EMISSION STANDARDS
Guidelines
for Prescribing Location Specific Standards
The main aspects considered while
developing environmental location specific standards are generally wastewater
discharge and air emissions. The first aspect relates to achievability of limits
of pollutants by incorporation of appropriate pollution control measures and the
second relates to adverse effects on health & environment. The
first approach aims at use of best achievable and economically feasible technology.
Economically feasible technology assures that cost of pollution control measures
will remain within the affordability of the industrial units. Standards developed
on these principles are notified as MINAS (Minimal National Standards) and these
standards are uniform throughout the country. The advantage of such an approach
is that within a specific group of industries, minimum extent of pollution control
measures is ensured. As the development
of standards based on the local environmental conditions is not a practicable
proposition to a central agency, it is logical to evolve industry-specific standards
at the national level and to safeguard the local environment by making stringent
standards and/or limiting pollution load, which is to be enforced by local authorities
(i.e. making national standards stringent to protect local receiving environment).
Through such exercise, these standards serve both industry-specific and location-specific
requirements. Keeping this as the agreed model in the backdrop, the Central Pollution
Control Board has been developing industry-specific standards, which are subsequently
notified under the Environment (Protection) Act by the Ministry of Environment
& Forests, Government of India. The second step, i.e. making the standards
stringent by the local regulatory Boards depending upon the need, is a task, which
demands multifaceted knowledge and cost-effective solutions, balancing technological
choices, affordability and assimilative capacities. With
this in view, the Central Board studied the facets concerned with the issue and
a systematic approach has been established to guide the local regulatory Boards,
in prescribing location specific stringent standards (LSSS). The main objective
of the exercise is to bring residual pollution load after the treatment in compliance
with the assimilative capacity of the receiving environment. As the strategy clearly
states to control the pollution to the extent possible and then to explore the
nature’s assimilative capacity, emphasis is always on further control. Keeping
this as the main theme, an approach has been established detailing sequence of
steps, which is presented in Fig. 10.1.
Emission
Standards for Pesticides Manufacturing Industries The
Central Pollution Control Board after conducting extensive field studies and technology
reviews, has developed National Emission Standards for the pesticides manufacturing
industries, which have been endorsed by the Expert Peer & Core Committee and
the Central Board. The Recommended standards and guidelines are as below:
| S.
No. | Pollutant |
Standards approved by the Board
considering the views of the Peer and Core Expert Committee and submission of
industries, mg/m3 | | 1 |
HCl | 20 |
| 2 |
Cl2 |
5 | |
3 |
H2S |
5 | |
4 |
P2O5 (as H3PO4) |
10 | |
5 |
NH3 |
30 | |
6 |
Particulate matter with pesticides
compounds | 20 |
| 7 |
CH3Cl |
20 | |
8 |
HBr | 5 |
Recommended
Guidelines for Fugitive Emission Control
Fugitive
emissions over reactors, formulation areas, centrifuges, chemical loading, transfer
areas, are yet to be collected through hoods & ducts by induced draft, and
controlled by scrubber/dust collector.
In
addition, organic gaseous emissions (odorous & toxic) be routed to activated
carbon beds (adsorption) or to thermal oxidiser, and for dust emissions cyclones/bag
filters are to be provided. Emphasis be given to solvent management/solvent loss
prevention.
Enclosures
to chemical storage area, collection of emissions from loading of raw materials,
in particular, solvents through hoods & ducts by induced draft, and control
by scrubber/dust collector to be ensured. Development/review
of Effluent & Emission standards for oil refineries Standards
for discharge of effluent and emissions from oil refineries were notified under
Environment (Protection) Act in the years 1986 and 1990, respectively. These standards
are same for old & new refineries and consider few parameters only. There
was need to include additional parameters viz. Oxides of Nitrogen (NOx), Volatile
Organic Compounds (VOCs), etc. Besides, many developments have taken place in
the technologies for oil refining process and pollution control in this sector,
particularly, during last one decade. New process units are also being added to
meet the improved fuel quality standards, required for reducing vehicular pollution
that is of concern in urban centers. In
view of the above, the existing standards have been reviewed. The revised emission
standards include additional parameters viz. NOx, Ni+V, PM, etc. and higher efficiency
for Sulphur Recovery Unit. In addition, a Leak Detection and Repair (LDAR) programme
and specific requirements for minimizing vapour losses from storage tanks &
product loading/unloading facilities are also included. In the revised effluent
standards, additional parameters have been added and limiting values for existing
parameters revised. Revised standards were discussed in the 18th Peer
& Core Committee and approved by the Board in its 132nd meeting
held on January 04, 2005. Technology
up-gradation in existing & new sulphuric acid plants to reduce and control
oxides of sulphur & acid mist emissions in sulphuric acid plants Sulphuric
acid (H2SO4) plants emit oxides of sulphur and acid mist
in the atmosphere. Presently, emission limits are prescribed as 4.0 kg/tonne of
concentrated (100%) acid produced for SOx and 50 mg/nm3
for acid mist. In recent years, some large sulphuric acid plants have been established,
which require further reduction in emissions of these pollutants. In addition,
improved process & pollution control technologies are also available. Therefore,
a project on study the possibilities of technology upgradation in existing sulphuric
acid plants and use of state-of-the-art technology in new plants so as to reduce
and control oxides of sulphur & acid mist emissions was taken up. Based
on the study, standards for SO2 and acid mist emissions are revised.
Revised standards were discussed in the 18th Peer & Core Committee
and approved by the Board in its 132nd meeting held on January 04,
2005. Emission
Standards and Stack Heights Regulations for Brick Kilns
Clamp
kilns Bull’s Trench Kiln (BTK), and down draught kilns are primarily used for
brick making in India. Clamp kilns of various designs are used for brick manufacturing
in Peninsular India. BTKs are used mainly in Indo- Gangetic plains and down –draught
Kiln are being used for brick manufacturing in Karnataka. Vertical Shaft Brick
Kiln (VSBK), a Chinese technology has been introduced in 1996 in India. Vertical
Shaft Brick Kiln is an energy efficient technology and can be an alternate technology
for replacement of clamp kilns. The
standards for Bull’s Trench Brick Kiln are already notified vide notification
GSR No. 176 (E); April, 1996 under the Environment (Protection) Rules, 1986. Emission
standards were to be evolved for VSBK. A Study entitled" Development of Emission
Standards and Stack Height Regulation for Vertical Shaft Brick Kilns vis-a-vis
Pollution Control Measures" has been undertaken by the Central Board in association
with The Energy & Resources Institute (TERI), New Delhi. Finding of the study
were discussed in Peer & Core committee meeting in the Central Board on 20th
and 21st April 2004. The observations of Peer & Core Committee
were incorporated in the proposed recommendations. Minutes and proposal have been
circulated to expert, NGOs and Association. The
Emission standards for down draught kiln are already notified for Ceramic Industry.
Same have been proposed for down draught brick kilns, as well. The recommendations
were put up in the 132nd meeting of Central Board on 4th
January 2005 for discussions and acceptance. Table
10.1: Emission Standards for Bull’s Trench Brick Kilns (BTKs)
| Size |
Kiln capacity |
Maximum concentration limits of PM (mg/Nm3) |
| Small |
Less than 15,000 bricks per day (less than 4.5 metre trench
width) | 1000 |
| Medium |
15,000 to 30,000 bricks per day (
4.50–6.75 metre trench width) |
750 | |
Large |
More than 30,000 bricks per day (More
than 6.75 metre trench width) |
750 | Table
10.2: Stack Height Regulations for Bull’s Trench Brick Kilns
| Size |
Kiln capacity |
Stack height | |
Small | Less
than 15,000 bricks per day (less than 4.5 metre
trench width) | Minimum
stack height 22 metre [OR] Induced
draught fan operating with minimum draught 50 mm WG with 12 metre stack height |
| Medium |
15,000 to 30,000 bricks per day(4.50 metre to 6.75 metre
trench width) | Minimum
stack height 27 metre with gravitational settling chamber [OR] Induced
draught fan operating with minimum draught 50 mm WG with 15 metre stack height |
| Large |
More than 30,000 bricks per day (More
than 6.75 metre trench width) |
Minimum stack height 30 metre with gravitational settling
chamber [OR] Induced
draught fan operating with minimum draught 50 mm WG with 17 metre stack height |
Table
10.3: Emission Standards for Down-draught Brick Kiln
| Size |
Kiln capacity |
Maximum concentration limits of Particulate
matter (mg/Nm3 ) normalized at 8% Oxygen |
Stack height in metre (From ground level) |
| Small |
Less than 15,000 bricks per day |
1200 |
12.0 | |
Medium |
15,000 to 30,000 bricks per day |
1200 |
15.0 | |
Large |
More than 30,000 bricks per day |
1200 |
18.0 |
Table
10.4: Stack Height and Emission Standards for Vertical Shaft Brick Kiln
|
S.No. |
Kiln capacity |
Stack height in metres (from
ground level) | Particulate
matter (mg/m3 ) | |
1. | Less
than 15,000 bricks per day (1-3
shafts) | 11.0
(Minimum 5.5 m from loading platform |
250 | |
2. | 15,001
to 30,000 bricks per day (4-6 shafts) |
14.0 (Minimum 7.5 m from loading plateform |
250 | |
3. | More
than 30,001 bricks per day
(7 shafts or more) |
16.0 (minimum 8.5 m form loading plateform |
250 | Note:
1. One chimney per shaft of VSBK shall be provided. The two chimney emanating
from the shaft shall either be joined at the loading platform, in case of brick
chimney or at appropriate level, in case of metal chimney respectively, to form
a single chimney.
2. The standard may require revision, once the technology
spreads to other regions in the country and more data on environmental performance
of the technology becomes available.
Guidelines
for Improving Environmental Performance of VSBK
A
set of guidelines have been developed for environmental performance of VSBK which
would help in bringing down emission levels in VSBK are :Use
of internal fuel during brick moulding helps in reducing stack emissions, particularly
particulate matter (PM).Experiences in VSBK operation
in India show that fuels such as coal powder, boiler ash, Fly ash and biomass
fuels (rice husk, sawdust), etc. can be effectively used as internal fuel in VSBKs.The
amount of internal fuel addition in green brick during moulding depends
on the quality of soil and the desired quality of the fired product. It is generally
observed that addition of internal fuel in soil varies between 1% to 10% (by weight)
at existing VSBKs. Fly ash is used as internal fuel in one of the VSBKs (Nimbut
near Pune in Maharashtra) upto the extent of 8–9% by weight. Low
volatile content bituminous coal with low sulphur content is preferred. Coal of
lower calorific value can be used in VSBK as fuel. Use of fuel having volatile
matter more than 25% is likely to result in higher fuel consumption as well as
higher emissions (soot, unburnt carbon and CO) . The properties of coal, recommended
for use in VSBKs, are
Table
10.5 : Properties of coal used in VSBK (on dry basis)
| Volatile matter Ash
Fixed carbon |
15 — 25% 25 — 45% 35
— 45% | | Gross
calorific value | 4000
— 5500 kcal/kg [or] 17
— 23 MJ/kg | | Sulphur |
Less than 1% |
Use
of gaseous fuel shall be encouraged. Use of gaseous fuel such as LPG, LNG or CNG
shall help in reducing the fuel consumption and emission per unit of production.
Firing of perforated bricks will
help in reducing the fuel consumption and emissions per unit of production. It
will also lead to reduced consumption of soil. Perforated bricks have been successfully
fired in VSBKs. It is recommended
to use shaft lid with proper sealing arrangement at shaft top. This will help
in reducing the concentration of pollutants in the loading platform.The
peep holes are to be provided at regular intervals along the length of the shaft
for periodic monitoring of peek temperature, to control fire zone, reduction in
coal consumption and emission.
The location of
firing zone should be kept close to the middle of the shaft length. If the fire
moves down, it would affect the product quality. If the firing zone moves up,
it would lead to increase in level of CO, hydrocarbon emission.
Proper
ventilation arrangements by providing sufficient opening on all sides of the loading
platform, monitor roof, limiting green brick stacking to a height of about 1.5
m at the loading platform ensures good ventilation at the loading platform and
reduces the exposure of workers to pollution.
Provide
proper ventilation at cooling chambers. The cooling chambers are extended arrangements
at the unloading side of VSBK. At least two persons are involved in the unloading
operation, which is carried out for a period of 15 minutes. Upon cooling of fired
bricks in the trolley, bricks are removed for stacking. Proper ventilation at
this level is important. Paving of floors with overburnt
bricks is recommended at the unloading side which will help in avoiding dust becoming
air borne. Sprinkling of water shall be practiced in working area to suppress
the dust.
Removal of ash falling on the ground
while unloading the bricks for cooling chamber and final taking out of bricks
from cooling chamber will help in avoiding the dust level at the unloading side.
Installation
of Brick kiln shall be considered in sensitive area such as TTZ, Doon Valley,
Dhahanu, etc. with LPG, Producer gas or Natural gas as fuel, in absence of notification
from the concerned state pollution control board/pollution control committee.
Distance
between mango orchard and brick kiln shall not be less than 500 m when brick kiln
is in the prominent up wind direction and 200 m in the other wind direction(s).The
mentioned distances are applicable only for the mango orchard irrespective of
variety (indigenous/hybrid) whose area individually or collectively should not
be less than 2.5 acre. There won’t be any difference between a mango orchard and
a joint nursery. Mixed orchards of 4.0 acre having 100 mango trees shall be treated
at par with mango orchard. The distance between two
brick kilns shall not be less than 500 m to avoid clustering of brick kilns in
an area if a new brick kiln is being installed.Agro
industrial wastes or agriculture residue shall be used as internal fuel to replace
coal.
The use of non-hazardous industrial waste
such as stone dust, rice husk ash, red mud shall be encouraged to be mixed with
top soil. Flyash shall be used in brick moulding in compliance of the notification
under the provisions of the Environment (Protection) Act,1986 to manufacture soil-flyash
bricks. Spent organic solvent, oily residue, pet
coke, filter press cake (hazardous waste), etc. and other wastes (such as plastics,rubber,etc)
shall not be used as fuel in brick kiln unless otherwise they are declared as
one of the ‘approved fuel’ under the provisions of The Air (Prevention and Control
of Pollution) Act, 1981 by the designated Authority. Multi
layer and multi story Green belt of 10 m width, shall be developed along the periphery
of brick kiln leaving two 10 m wide gaps in the boundary for entry and exit i.e.
for movement of material and vehicles or a 3 metre wall shall be constructed on
the sides where land is not available for green belt development to prevent fugitive
emissions. Lightening arrestor as per the PWD norms
or any other standard design shall be installed for Brick Kiln to avoid the damage
to stacks/chimneys caused due to lightening attack.Paving
of floors with over burnt bricks is recommended at the unloading side which will
help in avoiding dust becoming air borne. Sprinkling of water shall be practiced
in working area to suppress the dust. Regular cleaning of working area is recommended.Arrangements
shall be made in the kiln for rainwater harvesting.
Performance
Evaluation of Air Pollution Control System-Modification thereon and Review of
Emission Standards for Bull’s Trench Brick Kilns:
There
are around 1,50,000 kilns engaged in brick production in the country. Different
types of kilns i.e. clamp, down draught kilns and bull’s trench brick kilns are
employed in brick making in India. However, Bull’s trench kilns (BTKs) are prevalent
all over the country. Brick making is highly energy intensive process and results
in stack and fugitive dust emissions due to inefficient combustion and ash covering
and handling of clay. Some of technological developments such as fixed chimney,
gravity settling chambers, introduction of vertical shaft brick kilns have resulted
in some reduction in pollution and increase in energy efficiency. The existing
emission standards for Bull’s Trench Kilns- BTKs) were notified on 2nd
April 1996. These emission standards banned use of moving chimney type BTKs which
were considered as a real issue to be addressed in BTKs. Switching over to fixed
chimney with stipulated height, individual units need to install gravity settling
chamber (GSC), a pollution control system to keep the SPM level below the prescribed
standard. It was realized
to evaluate the performance of those technologies . The Central Board has entrusted
the aforesaid project to The Energy & Resources Institute (TERI), New Delhi
to carry out a performance evaluation of these designs adopted in different regions
of the country . 12 kilns were monitored consisting both new and modified BTKs
in different regions of the country in Punjab (mansa), U.P. (Agra-Fatehabad) and
Tamil-nadu (Chennai) covering BTKs of all the four technology providers . Apart
from these, soil, coal from kiln site and water samples are collected from village
hand pump and village pond to test fluoride and mercury content. Study is in progress.
The draft report is being prepared.
Fly Ash
Utilization by Brick Kiln Ministry of Environment
and Forests, Govt. of India Gazette Notification, dated 14.09.1999 as a follow-up
of the Hon’ble High Court of Delhi orders in CWP No. 2145/99; in the matter of
Centre for Public Interest Litigation, Delhi Vs. Union of India and Others. An
amendment,dated 27/8/2003 was notified for the said notification. Now, it is mandatory
for brick kilns to use flyash, bottom ash or pond ash on weight. to weight. basis
to the extent of 25 % in brick making if located within 100 km radial distance
from any coal or lignite based thermal power plant w.e.f 27/08/2004.
The
Central Pollution Control Board compiled amended version of principle notification
and circulated to all State Pollution Control Boards and Pollution Control Committees
for information and implementation of the notification. Fly Ash Utilization Programme
(FAUP), DST, Govt. of India in close association with the Ministry of Environment
& Forest has organized training-cum -demonstration programmes for stakholders.
The State Pollution Control Boards and Pollution Control Committees were suggested
to insert advertisement in the leading newspaper for effective implementation
of the notification. As a follow up 22 State Pollution Control Boards and Pollution
Control Committees have inserted advertisement in newspaper till date . The use
of fly ash is picking up since various construction agencies are now duty bound
to use flyash bricks, blocks and tiles as the case may be in compliance of the
notification.
Emission Standards
for Refractory Industry Refractories
are products manufactured from raw materials like clay, silica, quartz bauxite
etc. Refractories can withstand high temperature and used as structural materials
in kilns etc. In refractory Industry the Air Pollution comprising particulate
matter (PM), SO2, and NOx . It also generates wastewater, solid waste
and hazardous waste. The study
has been completed by the Central Pollution Control Board in association with
National Council for Cement & Building Materials (NCCBM), New Delhi. The present
environmental scenario of the Indian Refractory Industry has been studied. In
depth at six refractory plant i.e. Rathi Ceramics (Faridabad), VRW Refractories
(Chennai), Eastern Refrcatory (Jhansi), ACC (Katni) , Carborandom Universal (Ranipet,
Chennai) and Tata Refractories Ltd. (Belpahar, Orissa).
Emission
Standards and Stack Height Regulation, Good practices and Siting Criteria for
refractory industries were discussed in the 18th Peer and Core Committee
meeting in the Central Board held on 20th and 21st April
2004. The observations of Peer & Core Committee were incorporated in the proposal.
Minutes and proposal have been circulated to expert, Industry and refractory Association.
The revised recommendations for emission standards and stack height on the basis
of fuel and type of furnace were put up before 132nd meeting of Central
Board on 4th January 2005 for discussions and acceptance.
Table
10.6: Emission Standards and Stack Height for Refractory (down draught kiln)
Category A : (Fuel :
Coal)
| Category |
Production capacity (tpa) |
Particulate Matter Conc.
in mg/Nm3 at 12% CO2 |
Stack height (metre) |
| Small |
upto 15,000 |
350 |
15.0 | |
Medium |
15,001 - 50,000 |
350 |
18.0 | |
Large |
More than 50,000 |
350 |
21.0 | Note:
Each stack shall be at least 2 metre above the top most point of the building,
Shed or plant in the industry. Table
10.7: Emission Standards and Stack Height for Refractory (other than down draught
kiln)
| Category |
Production capacity (tpa) |
Particulate Matter Conc. in mg/Nm3
at 12% CO2 |
Stack height
(metre) | | Small |
upto 15,000 |
300 |
15.0 | |
Medium |
15,001 - 50,000 |
200 |
18.0 | |
Large |
More than 50,000 |
150 |
21.0 | Note:
Each stack shall be at least 2 metre above the top most point of the building,
shed or plant in the industry.
Table 10.8:
Emission Standards and Stack Height for Refractory
Category
B (Fuel: Oil / Natural Gas/ producer gas /LPG or including all, except Coal)
| Category |
Production capacity (tpa) |
Particulate matter Conc.
in mg/Nm3 at
12% CO2 |
Stack height (metre) |
| Small |
upto 15,000 |
200 |
12.0 | |
Medium |
15,001 - 50,000 |
150 |
15.0 | |
Large |
More than 50,000 |
150 |
18.0 | Note:
Each stack shall be at least 2 metre above the top most point of the building,
Shed or plant in the industry.
Table 10.9:
Emission Limit and Stack height for Rotary Kiln in Refractory IndustryCategory
C : Rotary Kiln)
| Category |
Production capacity (tpd) |
Particulate Matter (mg/Nm3) |
Stack height (metre) |
| Small
| Upto
25 | 250 |
20 | |
Small |
26 to 50 |
200 |
40 | |
Medium |
51 to100 |
150 |
55 | |
Large |
More than 100 |
100 |
75 | Note:
Fugitive emission shall not exceed 150 mg/Nm3 from any process or
plant.
Trade
EffluentWastewater overflowing from producer gas
coal tar pits along with factory water may be let out from the plant till effluent
standards for producer gas plants are separately notified or as per consent order
issued by the concern State Pollution Control Board or Committee. The prepared
standard are presented in Table 10.10.
Table
10.10: Proposed Effluent standard for Refractory Industry
| S.No. |
Parameter |
Effluent Standards |
| Inland
surface Water | Public
sewers | Land
for Irrigation | | 1 |
Suspended solids,mg/l, Max |
100 |
600 |
200 | |
2 |
pH |
5.5 to 9.0 |
5.5 to 9.0 |
5.5 to 9.0 | |
3 |
Oil and grease,mg/l, Max |
10 |
20 |
10 | |
4 |
BOD(3 days at 27 0 C) Max |
30 |
250 |
100 | |
5 |
COD, mg/l, Max |
250 |
___ |
___ | |
6 |
Hexavalent chromium (asCr+6)
mg/l, Max | 0.1 |
2.0 |
1.0 | |
7 |
Total Chromium (as Cr),mg/l, Max |
2.0 |
2.0 |
2.0 | |
8 |
Phenolic compound (as C6H5OH)
mg/l, Max. | 1.0 |
5.0 |
- | |
9 |
Cyanide (as CN), mg/l, Max. |
0.2 |
2.0 |
0.2 |
Solid
WasteThe ranges of solid waste depend on the
process and type of refractory product. It has been observed that most of the
solid waste product is recycled or sold out /utilized but in the case of waste
silica bricks, they are dumped and then utilized as building bricks for compound
walls/ flower bed. A separate study has been undertaken for coal tar waste from
producer gas plant. Even the solid wastes from electro- static -precipator (ESP),
from rotary kiln and the calcinated waste are used in some agricultural lands
for stabilization. However, each type of solid waste should be disposed of as
per the provisions of The Hazardous Waste ( Management and Handling) Rules, 1989
and The Municipal Solid wastes (Management and Handling)Rules, 2000, as applicable
. Dumping yards should be designed for each solid waste in such a way that solid
waste should not be spread all over the premises.
Table
10.11: Handling of Hazardous Waste
| S. No. |
Waste | Source |
Remarks | |
1 |
Tar |
Producer gas plant |
As Per the Procedure to be Notified |
| 2 |
Rejected Container |
Empty drums of
different chemicals Used |
Proper Storage and Handling Mechanism for
Disposal as per the Hazardous Wastes (Management and Handling Rules), 1989 |
| 3 |
Chrome bearing Compounds |
Used during process |
- do - |
Siting Criteria (For New Refractory Industry/ New ‘Green Field’ Units )
Installation of refractory plant shall
not be allowed in sensitive areas as notified by the state pollution control board/
pollution control committee under the provisions of the National Ambient Air Quality
Guidelines. However, installation of refractory plant shall be considered in sensitive
area such as TTZ, Doon Valley, Dhahanu,etc. with LPG or Natural gas as fuel, in
absence of notification from the concerned state pollution control board/ pollution
control committee
.If refractory plant is not
located in any approved/notified industrial area but in isolation; Refractory
plant shall be established at least 2.0 km away from the notified municipal limit
of any town or city. The plant shall
to be located 5 Km away from airport, 500 m away from the mid of railway track,
National/ State Highway and 100 m from mid of any other road. Refractory
plant should be established preferably at least 1.0 km away from residential areas/village
(having population of 500 people at least), hospitals, schools, college, public
building and/or a place from where flammable substances are collected, when plant
is in prominent up wind direction and 500 m in other directions. Distance
between mango orchard (with area 2.5 acres or more )and refractory plant shall
not be less than 500 m when refractory palnt is in prominent upwind direction
and 200 m in other direction. The mentioned distances are applicable only for
that mango orchard irrespective of variety (indigenous/hybrid) whose area individually
or collectively should not be less than 2.5 acre. There won’t be any difference
between mango orchard and a joint nursery. Mixed orchard having 100 mango trees
shall be treated at par. Good
Practices for Refractory Industry
The
various units of Refractory plant shall be provided with suction hood, fitted
with suitable air pollution control devices and stack emissions should be within
limits.
If the plants are employing multiple
cyclone/wet scrubber as a pollution control device, proper measures must be taken
for the treatment and disposal of wastewater and sludge.
Thermocouples,
sensors and Weigh Bridge (s) are required to be calibrated regularly whenever
monitoring of stack is carried out. The reading of thermocouple(s) in the plant
should match with the thermocouple used in the monitoring.
Port
holes, ladder and platform for stack monitoring shall be provided with all the
stacks and be maintained in good condition.
All
the vibratory/moving components of Refractory plant shall be mounted on anti-vibratory
platform.
Fuel tanks (irrespective of diesel,
kerosene or fuel oil ) should be leak proof and should be kept at a levelled cement
concrete platform, with proper dykes to contain any spillage.
Multi-layered
and multi-storyed Green belt of 10 m width, shall be developed along the periphery
of Refractory plant leaving four 10 m wide gaps(maximum) in the boundary for entry
and exit (i.e. for movement of materials and vehicles).
Entry
point from main road to refractory plant shall be provided with pukka cement concrete/bituminous
road/brick pavement.
Lightening arrestor, as
per the PWD norms or any other standard design shall be installed to avoid the
damage to the stack(s)/chimney(ies) or plant which may be caused due to lightening
attack.
Storm water drainage network shall be
provided within the premises of refractory plant. Arrangement shall be made for
rainwater harvesting.
If bag house (s) is /are
used as air pollution control devices,
Cleaning schedule for the bag house
shall be drawn as per operational manual. Sudden drop in air pressure in the bag
house may be addressed to.
Bag house shall be
thoroughly inspected and required maintenance be carried out prior to start up
of Refractory plant after shut down periods lasting more than 5 days . Re-inspection
of bag house shall be carried out within 7 days of start up of the Refractory
plant and every 30 days of operation followed with replacement of worn out or
damaged bags within 72 hours.
Earmuffs shall
be provided to workers as protection against noise pollution. The
workers in Refractory plant are under various thermal and physiological stresses
due to extreme and unhygienic conditions prevailing in the plant. Thus, it is
extremely essential to make the use of respiratory mask compulsory for workers.
Special
coat/apron, helmet and shoes should be provided to the workers for their protection.
Emission
Standards, Siting Criteria and Good Practices for Hot Mix Plants
Construction
of roads plays a vital role in the socio-economic development of the country.
Ever since the Government of India declared infrastructure as the thrust area,
there has been predominant boom in the road sector. The construction and maintenance
of major portion of the road network is done by using conventional hot bitumen-mixes.
The emissions from hot mix plants contain particulate matter, sulphur dioxide
besides poly-aromatic hydrocarbons.
There are
more than 1000 hot mix plants of different categories operating in different parts
of the country. Most of the plants are of stationary, drum-continuous type. The
rated production capacity varies from 6-10 tph to 10-120 tph. Burning of fuel,
feeding of aggregate, heating of bitumen from such a large number of plants is
bound to create environmental hazards especially `air pollution’ due to dust and
volatile organic compounds like BTX, PAH and PCBs.
The
Central Pollution Control Board interacted with three leading manufacturers of
HMPs at international level namely:- M/s Speedcrafts Ltd., M/s Telco Construction
Ltd. and M/s Linhoff Technological Pte Ltd., offering state-of –art technology
with a claim of particulate matter level as low as 25 mg/Nm3 . Emission
standards, siting criteria and good practices were drawn and discussed in the
Peer and Core committee of the Central Board in March 2004. The committee desired
to collect data on hydrocarbons in emission for new generation HMPs. The Central
Board is taking steps to upgrade its monitoring facilities for hydrocarbons monitoring
in stack emission. The leading private and Govt. laboratories also do not have
facilities for monitoring hydrocarbons in stack .
Development
of Environmental Standards, Stack Height Regulations and Good Practices for Producer
Gas Plants and Biomass Gasifiers Producer
gas is a derived gaseous fuel by gasification of various primary fuels like coal,
lignite, wood, agriculture residue and other biomass. Though, the bio-resource
base of India is substantial, its contribution to useful energy is low. Producer
gas can be employed in thermal application or for mechanical/electrical power
generation. There are no specific standards for producer gas units or bio-gasifiers.
The Central Board therefore, has taken up this study for formulation of environmental
standards for these units with the assistance of The Energy and Resources Institute
(TERI), New Delhi.
The producer gas derived from
gasification of coal continues to be the main fuel for the refractory industries
particularly in the eastern part of India. Grade – E coal i.e. poor quality coal
is available at a cheaper cost and refractory industries took advantage of it
in eastern India. Similarly in western India, due to abundance of charcoal, Refractory
industries are using charcoal-derived producer gas/bio-gas for kiln and furnace
heating.
Monitoring of biogasifiers was undertaken
for the units utilizing gas for Ceramic industry at Morbi, Gujrat Industrial Carbon
Dioxide production at Porbandar, Gujrat demo biogasifier at Savli, Gujarat and
rice mill at Burdhwan, West Bengal Monitoring for producer gas units was carried
in re-rolling mills at Raipur, Chattisgarh, refractory industry at Jharasguda,
Orissa. limekilns unit at Paonta Sahib, Himachal Pradesh and Dankuni Coal complex
in Kolkatta. West Bengal. Producer & biogasifier gas units were monitored
for stack emissions (PM, SO2 & CO); ambient air quality (SPM, RSPM,
SO2, & NOX); Work station air quality (Dust level, CO);
Liquid effluents (pH, temperature, TS,SS,TDS, Oil & Grease, COD, BOD, phenols
& Total Cyanide); solid waste (ash & tar) and energy performance. It
is derived that most downdraught and cross-draught power gasifiers can be equipped
with dry-gas clean-up systems, which drastically reduce the quantity of liquid
effluent produced. Some important industrial safety issues pertaining to exposure
to high temperature surfaces, exposure to CO emissions, and prevention (and control)
of explosions and backfires. It calls for good design of the insulating system,
good instrumentation and control. The compilation of report is under progress.Environmental
Standards and Good Practices for Automobile Service Station, Workshop & Bus
Depot (including disposal of waste oil, used batteries, used tyres and tubes etc.)"Due
to the urbanization, industrialization, economic developments and population rise
in the country, new models of vehicles , people are getting increasingly mobile
which has a direct bearing on vehicular traffic. It is expected that number of
bus depots, service stations and workshops will increase through out the country
rapidly.There are 28 States and 6 Union Territories
with almost 600 districts in India. All the states and U.T.s have their own state
transport corporations/roadways (STC/R). Many of mega and metro cities have their
own transport corporations like BEST, DTC, etc. It is estimated that at least
2250 bus depots are owned by the STC/R. Bus depots are required for parking, night
shelter, repair and overhauling works, washing, painting, repainting, servicing,
fueling/refueling of buses and other related purposes. Apart from the STC/R, a
number of private companies and individuals also have a fleet of buses, mini buses
or maxi cabs. As per rough estimates, there may be more than 50,000- service stations
through out the country owned by automobile manufacturers, their agents, individuals
or STC/R.
The current
practices in service stations and bus depots are not oriented towards minimizing
pollution by incorporation of implant pollution control measures. Of late, effluent
treatment, emissions, noise control and implant pollution control measures are
being given importance in this sector. Considerable changes in manufacturing processes,
repair & maintenance schedule, practices of vehicles to improve upon the efficiency
and to lower the cost of operation & maintenance in order to minimize the
use of water, electricity, manpower, wastage of fuel reducing frequency of painting,
replacement of battery, tyre and tubes and idling of vehicles; some of the technological
developments have helped in prevention, abatement and control of pollution apart
from increase in life of vehicles, better comforts to passengers, lesser operation
& maintenance cost and fewer breakdowns. To
assess the situation and to formulate storm water, effluent, solid waste management,
noise and emission standards for bus depots, workshops and service stations the
project has been initiated by Central Pollution Control Board. The information
on the status (i.e. number, size and location) of automobile service station,
workshop, bus depot etc. in the country: State wise & City wise have been
collected. Appropriate pollution abatement and control systems based on ‘best
available technology not entailing excessive cost’ (BATNEEC) concept needs to
be adopted to evolve suitable environmental standards, guidelines which could
be techno economically feasible for the automobile service station, workshop and
bus depot; and to recommend good practices and better housekeeping for all operations.
Development of Emission Standards and Good
Practices for Arc Furnaces and Induction Furnaces in SSI sector
Electric
arc furnace (EAF) and induction furnaces (IF) are two principal melting/refining
types of units in mini steel mills producing carbon, alloy and special steels
for flat or products having long length, applications. The main raw materials
in both the units, beside slag forming agents and additives for ferro-alloys are
scrap and electricity. The proportion of steel making via electric furnace route
is relatively high.The existing emission standards for Suspended Particulate Matter
for arc and induction furnace, irrespective of capacity are 150 mg/ Nm3.With
the rapid industrialization, the consumption of steel continues to grow and as
a result, scarp generation will also continue to increase. The Central Board therefore,
has taken up a study to develop environmental parameters systematically for EAF
& IF and recommend techno-economically feasible environmental standards, and
strategies for better environmental conditions with the help of The Punjab State
Council for Science and Technology, Chandigarh. There
are approx. 1000 induction furnace units and 85 electric arc furnace units, out
of which 50 units have submerged arc furnaces. These furnaces are used for production
of mild steel, special steel, stainless steel and various ferro-alloys in secondary
steel sector. However, submerged arc furnaces are exclusively used for producing
ferro-alloys (i.e. ferro- manganese, ferro- chrome, ferro-silica, etc.) The secondary
steel process units ( i.e. induction and arc furnaces) are located mainly in clusters
in India. These clusters are at Mandi Gobindgarh & Ludhiana ( in North); Coimbatore,
Palaghat & Belgaun (in South); Durgapur and Hooghly ( in East); and Ahmedabad,
Bhiwadi & Goa (in West) i.e. a total of 10 clusters in the country. More than
100 induction furnaces units are being installed in the country. Raw materials
for secondary steel units remain sponge iron, scrap (imported and indigenous),
own waste metal (i.e. riser and runners produced in the casting) apart from flux.The
total slag generation from these 150 furnaces has been estimated as 3000 tonnes/day.
In total, (approx). 18,60,000 tonne slag is generated in secondary steel sector
per annum (Table 10.12). The slag from induction and arc furnaces contain silica
(SiO2) in the range of 15-20%. Similarly, secondary steel slag contains
more iron than blast furnace slag. This slag if used, as an admixture in cement
could be a source of iron in cement. Ferric cement produced by using slag results
in extensive saving of resource and energy. The slag from secondary steel units
may be utilized in cement industry.Table
10.12 Estimated Slag Generation by Induction and Electric Arc furnace in Secondary
steel Sector
| Induction
Furnaces (IF) | | Total
Number | 1,000 |
| Number
of IFs manufacturing MS Ingots | 300 |
| Number
of IFs manufacturing Casting | 700 |
| Production
of MS Ingots from one IF | 50
tpd | | Production
of 300 units by assuming 400 IFs in 300 units |
20,000 tpd | |
Slag generation @ 10% (2,000 tpd)- assuming
300 working days | 6,00,000
tpa | | Electric
Arc Furnaces (EAF) | | Total
Number | 35 |
| Average
capacity of one EAF (@ 25 t/heat) | 200
tpd | | Production
of 35 EAF units -assuming 50 EAFs in 35 units |
10000 tpd | |
Slag generation @ 12% (1,200 tpd) – 300
working days | 3,60,000
tpa | | Submerged
Electric Arc Furnaces (SEAF) | |
Total Number of SEAF units |
50 | |
Average capacity of one SEAF |
40 tpd | |
Production of 50 SEAF units -assuming 150
SEAFs in 50 units | 6000
tpd | | Slag
generation @ 50% (3,000 tpd) – 300 working days |
9,00,000 tpa | |
TOTAL SLAG GENERATION |
18,60,000 tpa. |
tpa-
tonne per annum; tpd- tonne per day 10.2 INDUSTRIAL
POLLUTION CONTROL
Compilation of Material
Safety Data Sheet (MSDS) for the 708 Hazardous, Toxic and/or Flammable Chemicals
Material safety data sheet contains information
on the potential health effects of exposure and how to work safely with the chemical
product. These data sheets includes the information about the physical, chemical
and toxic properties of the chemical (s). MSDS is widely used by manufacturers,
dealers, universities, indenters, laboratories, etc. using various types of hazardous,
inflammable and/or even corrosive chemicals. There
684 hazardous & toxic chemicals under Schedule 1 ( Part II) and other 30 and
179 chemicals under Schedule 2 and Schedule 3 (Part –I) of Manufacture, Storage
and Import of Hazardous Chemicals (MSIHC) Rules, 1989 as amended to date. The
list of 179 chemicals has been notified as part of Public Liability Insurance
Rules, 1999. In total, there are 708+ chemicals for which MSDS are required as
per existing Rules and Notifications. List of 708 chemicals has been drawn and
22 organizations, institutes, national and international publishers were contacted
out of which 12 responded. The project is undertaken by Central Pollution Control
Baord in Collaboration with National Chemical Laboratory, Pune. The objectives
of this study to
develop a database and a publication of Material Safety Data sheets in the appropriate
format, as notified for all the 708 chemicals and formulations. (MSDS be compiled
for additional chemicals and formulations, if required); to
prepare master soft copy on CD and 100 copies on CD; and to
prepare camera ready material for bringing out printed version of the compilation.
Improvement
in working of Aawas and Standardization of Vertical Bhatti Design for Earthen
Wares
The earthenwares
such as pitchers, flowerpots, kulhar, etc. are used in Indian society irrespective
of rural and urban areas. The earthen wares are moulded from the clay using traditional
potter’s wheel. The electricity is also used in moulding wares in urbanised villages,
towns and cities to get more production. Earthen wares are dried in sun and fired
using `Aawas’ using traditional method. Dry grass, leaves, agricultural residue
and cow dung are pre-dominantly used in `Aawas’ as fuel for firing earthenwares.
This activity is a nuisance in the vicinity and real problem during temperature
inversions.
Aawas
used presently are triangular with 3 m – 4.5 metre base or circular with 3.0 m
to 6.0 metre dia and used for better process. Generally, it is below the ground
by 0.30 to 0.60 m. The disadvantage of such aawas/ bhattis is that these are not
suitable for very big size and fancy pottery. The firing cycle extends over 3
days. It cannot be operated during rain and wet condition. Aawas are more popular
in rural areas for a single family, since it is convenient.
Of
late, indigenous development have taken place and vertical bhattis are developed.
These bhattis are circular in shape and firing cycle is over within 24 hrs. The
vertical bhattis, a batch process can be used for making all kinds of potteries.
These can be operated during monsoon, though sun-drying may be a problem. The
kiln may cost Rs. 25,000/-(approx) each. Fuel used is generally rice husk, saw
dust and/or cow dung. Such bhattis exists in town and cities. One entrepreneur
is using LPG in box furnace for firing earthen wares at village Bindapur, Delhi.
CNG can also be used as fuel for firing earthenwares provided kiln or furnace
is developed and CNG is made available. The
objective of the project is to standardize the design of traditional awas, and
vertical bhatti for earthen wares; optimization of entry ports; provision of fire
grates; to design the chimney and dampers; standardizing of stacking practices
before firing; identification of clean fuels/less polluting fuels; better fuel
feeding & firing practices or looking into possibility of looking into possibility
of use of biogasifier; to develop good-practices and siting criteria.; and to
provide design so developed, free of cost to users.
Pollution
Control in Tanneries The Central Pollution Control
Board has undertakes inventorisation of tanneries located in Kanpur. The objective
of inventory, apart from physically verifying the operational and closed units
was also to assess the status of pollution control measures. The salient observations
as emerged are as below: The
pre-treatment provision are poorly operatedThe
chrome – recovery plants are operated properly and recovered chrome re-usedThe
sludge disposal from the tanning process is poorly managed mainly due to irregular
lifting by Kanpur Municipal CorporationUntreated
wastewater from tanneries in Sanjay Nagar area of Jajmau was observed to be discharged
in trunk sewerThere
have been about 10 cases of unauthorized tanneries operational in Jajmau areaExcept
for stray cases in large scale units, cleaner operations are generally not practiced
The
conveyance system for tannery wastewater is in poor state and was observed clogged
in several stretches ultimately resulting in lagooning in many areas



Fig.
10.2 Tanneries Scale of Operation at Kanpur

Chrome
Recovery Plant
 Pollution
Control in Jajmau Treatment Plant
Pollution
due to Tannery cluster in Jajmau area of Kanpur came-up as a sensitive issue.
Coupled with lack of sewage interception works and poor performance of CETP /
STPs established, water quality of River Ganga at Kanpur is being affected. The
Central Pollution Control Board has taken measures to ensure phenomenal improvement
in overall scenario. The sequence of measures and observed impact are as below
: Detailed investigation
of the area, performance evaluation of CETPs and STPs in April 2004, July 2004
and December 2004Based
on the investigations Directions under Section 5 0f EP(A) and the Section 18 of
The Water Act were issued by Chairman Central Pollution Control Board made and
communicated to CPCB HO In
order to enforce the Directions issued by Chairman CPCB, ZO: Lucknow took –up
detailed investigation and the issue was raised before The District Magistrate
and The Divisional Commissioner Kanpur Series
of interaction were made with GM, Ganga Pollution Control Unit Kanpur Municipal
Corporation and Tannery Associations in KanpurThe
matter was raised in CREP Subcommittee meeting and also at the National Task Force
meeting for tanneries. Stress was given
to ensure waste minimization measures by tanneries in Jajmau clusterRegular surveillance
of sewage interception works and conveyance network for tannery wastewater was
made by scrutiny of the operational records of individual pumping stations.The
scenario has been changed in phased manner as a result of implementation of action
by CPCB and following notable improvements has been observed.
| Key
Issues | Previous
status | Current
status | | Discharge
of untreated sewage to R. Ganga |
Appx 30 – 40 MLD untreated sewage
was getting by-passed to R. Ganga | Complete
interception of sewage | | Operation
of pumping stations for conveyance of tannery wastewater to CETP |
10 out of 13 pumps remained non-operational |
All the pumps were made operational |
| -do- |
No power back-up arrangements due
to poor / non operation of gensets | Contingency
measures taken, 3-4 hr power back-up exist. | |
130 MLD STP |
The Plant remained completely closed |
The plant was made operational
and utilizes appx 50% of its hydraulic Capacity | |
36 MLD CETP |
The Plant was operating on only
10 MLD flow | Currently
it operates on 24 MLD flow | |
Water quality in River Ganga |
The BOD of the river at the representative
location of impact was noted as high as 26 mg/l |
BOD of the river at the similar
location as per the latest data has come down to 7 mg /l |
Pollution
Control Status of Distilleries and Paper mills
Distilleries
and paper mills have been identified as major source of pollution in the state
of UP and Uttranchal. Special efforts have been done for control of pollution
from these units, which are causing problem for river pollution, particularly
responsible for Ganga River pollution. After surveillance distilleries have been
directed to achieve zero discharge for spent wash being generated by adopting
various techno-economically viable techniques like
Installation
of RO PlantInstallation
of evaporatorBio-composting.Ferti
irrigation Distilleries
are in process of achieving the target of zero discharge of spent wash by December
2005.Agro based Small Paper
mills operating in the catchment area of River Ganga have been directed either
to install chemical recovery plant or switchover to waste paper in order to overcome
the problem of black liquor discharge generating from the paper making process.
Target date set for installation of Chemical recovery plant is March, 2006. Almost
all the paper mills have submitted their action plan to comply with the directions.
Economic
Viability of Various Treatment Options for Distillery Effluents In
order to prepare perspective view of the present scenario of economics involved
in the treatment plants of distillery industries, the Central Pollution Control
Board has undertaken. Dry data collection, compilation, synthesis and interpretation.
The treatment system with primary, secondary treatment followed by reverse osmosis
and use of reject for composting was found as most cost effective, resource conservative
and eco-friendly method. Primary treatment of spent wash with bio-methanation
facility followed by composting seems to be economically lucrative, subject to
the availability of sufficient press-mud, land (for composting) and ample agricultural
land in the region for use of produced compost. Turbo
Mist Evaporators Technology for Treatment of Distillery Effluents Assessment
of Enhanced Natural Evaporation System have been made at Vindyachal Distillery
Pvt. Ltd., Pilukhedi for disposal of distillery effluent. The industry has got
three turbo evaporators installed during Sept 2004. It has been confirmed by the
industry representative that 152 m3 of effluent could be evaporated
in 24 hours by each turbo evaporation machine. The evaporator is basically a turbine
fan installed at one end of the tunnel/barrel and driven by an electric motor.
It is capable of throwing the effluent into the atmosphere in the form of mist
and the mist gets evaporated before it reaches the ground. The organic matter
and the dissolved solids in the effluent remained in the atmosphere and could
be carried away with the wind to the surrounding areas. The efficiency of the
process depends on the atmospheric conditions and it could not be operated in
rainy season.
Pollution Control in Slaughter
House
The Hon’ble
Supreme Court while hearing the matter of Writ Petition ( C ) No. 309 on July
26, 2004, observed that the main question in the petition is about disposal solid
waste generated at the slaughter houses. The Hon’ble Supreme Court directed CPCB
to collect information from various State Pollution Control Boards/Committees
as to the modes adopted in their respective areas for disposal of the solid waste.
Accordingly, CPCB requested all the State Pollution Control Boards/Committees
to supply requisite information in format. On receipt of information CPCB compiled
and submitted the to the Hon’ble Supreme Court in November 2004.
Pollution
Control from Generator Set Emission Limits
The implementation
of emission limits for new diesel engines (upto 800 KW) for generator sets
(Genset) applications notified, vide GSR 371(E), May 17, 2002 (and its amendments),
has been rescheduled vide GSR 448 (E), dated July 12, 2004, as given below in
the table. The emission limits for different ratings of diesel engines for genset
application are presented under:
Table
10.13 Emission Limits for Diesel Engines for Genset Applications
| Diesel
Engines Capacity |
Date of implemen-tation |
Emission limits (g/kw-hr) |
Smoke limit (light
absorption coefficient, m-1) (at full load) |
Test cycle |
| NOx |
HC |
CO |
PM |
Torque (%) |
Weighting Factors |
| upto
19 kw
>19kw
upto 176 kw
>176
kw upto 800kw | 1.7.2005 1.1.2004 1.7.2004 1.11.2004 |
9.2 9.2 9.2 9.2 |
1.3 1.3 1.3 1.3 |
3.5 5.0 3.5 3.5 |
0.3 0.5 0.3 0.3 |
0.7 0.7 0.7 0.7 |
100 75 50 25 10 |
0.05 0.25 0.30 0.30 0.10 |
Noise Limits
The implementation
date of the revised noise limits for diesel generator sets (upto 1000 kVA) was
re-scheduled vide GSR 448(E), dated July 12, 2004 and is now effective from 1.1.2005.
The notification prescribes that the new generator sets (upto 1000 kVA)
manufactured on or after 1.1.2005 shall comply with noise limit of 75 dB(A) at
1 m metre from the enclosure surface and shall be provided with integral acoustic
enclosure at the manufacturing stage itself.However,
for the existing (manufactured before 1.1.2005) generator sets (upto 1000 kVA),
as well as, all generator sets more than 1000 kVA, the noise level shall be controlled
by providing an acoustical enclosure or by treating the room acoustically at the
users’ end. Further, the acoustic enclosure or acoustic treatment of the room
shall be designed for minimum 25 dB(A) insertion loss or for meeting the ambient
noise standards, whichever is on the higher side.
Meetings
of Sub Committee of National Committee on Noise Pollution from Gen-Set
A
meeting of the Sub-Committee of the National Committee on Noise Pollution Control
was also held on 14.12.2004. The meeting was held to review the "System
and procedure for compliance with noise limits for petrol/kerosene gensets".
Pollution
Control in Aluminium IndustryMoEF has constituted
a National Task Force for implementation of recommendations of the Charter on
Corporate Responsibility for Environment Protection (CREP) in aluminium industry.
The second meeting of the National Task Force for aluminium
industry was held on October 5, 2004. The major decisions taken for control of
pollution from aluminium industry are:
Maximum
capacity of aluminium production to be permitted at one location The
environmental damage to the surrounding area should be the criteria for deciding
the max. capacity that can be permitted at one location. The expansion of the
plant must be permitted considering the assimilative capacity of surrounding environment.
Sampling
and Analysis of Poly Aromatic Hydrocarbons The
Poly-aromatic Hydrocarbons (PAHs) are proven carcinogens. Therefore PAHs are to
be monitored in anode baking ovens and pot room area of aluminium smelters alongwith
secondary (fugitive) fluoride. Dry
disposal of Red Mud and its Utilization It
was decided that aluminium plants will follow the dry disposal method of red mud
as per CREP recommendations. The utilization of red mud in cement plants is a
viable option for disposal of red mud. Thus, aluminium plants should take measures
for utilizing red mud by nearby cement plants. Handling
and disposal of Spent Pot Line Spent
Pot Lining (SPL) is classified as a Hazardous Waste under the HWM Rules 1989.
Therefore individual aluminium unit should apply for permission to the concerned
State Pollution Control Boards for handling & disposal of SPL. The experimentation
to find new options for disposal should be encouraged and used in thermal power
plants, cement plants, foundries, steel plants and brick industries should also
be pursued. Besides MoEF has been
requested to notify following revision of standards for aluminium industries: a.
Revision of fluoride emission standards For
Soderberg Technology 2.8 Kg/t For
Prebaked Technology 0.8 Kg/t
b.
Forage Fluoride Standards Forage
Fluoride Twelve Consecutive Months average= 40 ppmForage
Fluoride Two Consecutive Months average= 60 ppm
Forage
Fluoride One Consecutive Month average = 80 ppm
Revision
of Standards for particulate matter from anode baking oven
Particulate
Matter limit of 50 mg/Nm3 by December 2005
Pollution
Control from thermal power plants
There
are 83 coal based thermal power plants in the country of which 4 thermal power
plants are closed. 55 thermal power plants comply with emission standards &
23 plants are yet to comply with the emission standards. 63 thermal power plants
comply with effluent standards & 15 plants are yet to comply with the effluent
standards.
Use
of beneficiated Coal at Thermal Power Plants
The
Ministry of Environment & Forests, Govt. of India has promulgated a Gazette
Notification (GSR 560(E) & 378(E), dated September 19, 1997 and June 30, 1998
respectively) on use of beneficiated/blended coal containing ash not more than
34 percent( an.av.) w.e.f. June 2001(extended to June 2002) in the following power
plants :Power
plants located beyond 1000 kms. from pit head; Power
plants located in critically polluted areas, urban areas and in ecologically sensitive
areas. The
power plants using FBC (CFBC, PFBC & AFBC) and IGCC combustion technologies
are exempted to use beneficiated coal irrespective of their locations
Beneficiated/blended coal
having ash content 34% or less is used by 24 thermal power plants ( 85 units)
. The details of such Thermal Power Plants are presented in Table 10.14. Table
10.14 Thermal Power Plant using Beneficiated/Blended Coal
| Sr.
No. | Thermal
Power Plant | Unit |
Capacity MW |
| 1. |
Rajghat |
2x 67.5 |
135 | |
2 |
Ropar |
6x 210 |
1260 | |
3 |
Faridabad |
3x55 |
165 | |
4 |
Panipat |
4x110 |
440 | |
5 |
Kota |
4x110,1x210,1x195 |
845 | |
6 |
Suratgarh |
5x250 |
1250 | |
7 |
Tata Power |
1x500 |
500 | |
8 |
Kutch Lignite |
2x75 |
150 | |
9 |
Amarkantak |
2x120 |
240 | |
10 |
Paras |
1x58 |
58 | |
11 |
Nasik |
2x210 |
420 | |
12 |
Parli |
2x210 |
420 | |
13 |
AEC, Ahemdabad |
1x60,1x110,2x110 |
390 | |
14 |
Neyveli lignite |
600,2x210 |
1020 | |
15 |
Durgapur |
1x140,1x210 |
350 | |
16 |
Barkeshwar |
3x210 |
630 | |
17 |
Bundel |
4x80,1x210 |
530 | |
18 |
Sikka |
2x120 |
240 | |
19 |
Santaldih |
4x120 |
480 | |
20 |
Titagarh |
4x60 |
240 | |
21 |
Raichur |
7x210 |
1470 | |
22 |
Dahanu |
1x500 |
500 | |
23 |
Badarpur |
3x95, 2x210 |
705 | |
24 |
Dadri |
4x210 |
840 |
During
the year 2004-05, CIL and SCCL supplied 268 million tones of coal to thermal power
plants in the country. Of which 38.49 washed coal was supplied by the exiting
14 non coking coal washeries. There is still gap of about 49.51 million tonnes
of washed coal to cover all 39 identified plants located either 1000 km from pit
head or in critically polluted area, sensitive or urban area.
Table
10.15 Status of Washeries Supplying Washed Coal to Thermal Power Plant
| Sr.
No. | Non-Coking
Washeries |
Raw coal Capacity Metric Tonne | |
Coal India Ltd. Washeries |
| 1. |
Dugda-I(BCCL) |
1.00 | |
2. |
Giddi (CCL) |
2.50 | |
3. |
Kargali(CCL) |
2.72 | |
4. |
Piparwar(CCL) |
6.50 | |
5. |
Bina (NCL) |
4.50 | |
6. |
Lodna |
0.48 | |
Total Capacity of CIL(Non-coking) Washeries |
17.70 | |
Other Washeries | |
1. |
Jamadoba (TISCO) |
1.72 | |
2. |
West Bokaro II (TISCO) |
1.80 | |
3. |
West Bokaro III (TISCO) |
2.10 | |
4. |
Bhelatand (TISCO) |
0.80 | |
5. |
DCOP (DPL) |
1.35 | |
6. |
DSP (SAIL) |
1.50 | |
7. |
Chasnalla (IISCO, SAIL) |
2.00 | |
8. |
ACBL |
5.00 | |
9. |
St-BSES |
5.00 | |
Total Capacity of (Outside CIL) |
21.27 |
* Recently Lodna washery is also being
used for beneficiation of non-coking coal
Utilization
of flyash During
the year 2004-05, nearly 36 percent of total flyash generation (116 million tonnes)
in the country is utilised mainly for manufacturing cement, bricks and construction
of roads and embankments. The progress made over the years in flyash utilisation
is presented in Fig. 10.4. 
Fig.
10.4 Fly Ash Production and Utilisation 
Bottom
Ash Used for Sub-base of Road in Rihand 
Ash
Compaction of 2nd Nizamuddin Bridge Embankment Assessment
of Heavy metals emissions from coal fired thermal power plants A
study on "Assessment of Heavy metals emissions from coal fired thermal power
plants" has been undertaken and completed. Heavy metals such as Hg, Pb, Cr,
Co, Cd, Ni, Cu & Zn were analysed in coal, flyash & bottom ash samples
collected from 8 thermal power stations. The concentration of Hg, Pb, As, Cr,
Cd & Ni metals in coal samples ranged from 0.18-0.61; 6-88; 11-112; Nd-12;
2-101 & 9-72 µg/g respectively. While in flyash , the concentration of Hg,
As, Pb was found in the range of ND-0.12, ND- 25, 3-39 µg/g of flyash . The concentration
of metals could not be detected significantly in Bottom ash samples only except
in one sample , Hg was detected i.e. 0.003 µg/g . The
concentration of Hg, Pb, As, Cr, Cd, Ni, Cu & Zn was also found significant
in particulate and gaseous in the stack emissions. The concentration of Hg in
particulate & gaseous emissions after ESP was recorded in the range of 4.98
– 25 & 5.5 – 87.1 µg/ NM3 respectively. Mercury
Control Options for Coal-Fired Power Plants
Conventional
Control Technology The emission
of Mercury from coal fired power plants have limitation with respect to its control
because it is present in flue gas as a vapor (either in the elemental or ionic
form), rather than as particulate matter like other metals. As a vapor, it easily
passes through particulate control devices such as bag houses and electrostatic
precipitators. Low concentrations of mercury in utility flue gas make collection
even more difficult. While conventional control technology does remove some mercury,
the amount of mercury emitted to the air is still significant. Therefore to achieve
significant mercury reductions, additional control strategies, including both
front-end changes (increased efficiency, fuel switching, lower-mercury coal),
and end-of pipe controls are needed. It should be kept in mind, however, the end-of-pipe
control technologies generate additional waste streams that contain heavy metals
and other toxic compounds. If not managed properly these wastes also have the
potential to contaminate groundwater and air.
Pre-Combustion
Control
Coal
Cleaning involves reducing the ash component, which contains trace minerals including
mercury, as well as sulfur compounds, before the coal is crushed and introduced
into the boiler for combustion. This process is used to lower shipping, storage,
and handling costs per unit of heating value, and improves boiler output per unit
weight input of coal. Coal cleaning has primarily focused on removing sulfur to
reduce acid-rain-related emissions. Average
mercury removal efficiency : 21% Percent
of coal being cleaned ( non Coking) : 15% Particulate
Emission Control
Electrostatic Precipitators
(ESPs) are used to reduce fly ash emissions by creating an ionized field that
removes charged particles. Although they have low energy requirements and operating
costs, ESPs have limited ability to remove mercury because mercury exists in a
vapor form in flue gas and does not generally adsorb fly ash particles at typical
combustion temperatures.Average mercury removal efficiency
: 24%Percent of utility boilers equipped with ESPs:
99.5% (320 out of 325)Fabric Filter (Baghouses) also
used to limit fly ash emissions, pass flue gas through a tightly woven fabric
capturing particulates on the fabric by sieving and other mechanisms. The dust
cake that forms on the filter can increase significantly the collection efficiency.
Baghouses can potentially reduce both elemental and ionic mercury.Average
mercury removal efficiency : 28%Percent of utility boilers
equipped with baghouses: 0.6% (2 out of 325)
Acid
Gas Control
Flue Gas Desulfurization
(FGD) or Scrubbers are installed to remove sulfur dioxide from power plant flue
gas. Scrubbers use sorbents to create the chemical reactions needed to remove
SO2. There are wet and dry scrubbers, with wet scrubbers being more
efficient (up to 95%) in removing SO2 than dry scrubbers. One of the
waste products generated through the wet scrubber process is gypsum (calcium sulfate),
which is sold commercially or disposed of. Already in place to help coal-fired
boilers meet SO2 emissions regulations, there is significant interest
in using these systems to simultaneously remove SO2 and trace metals,
including mercury. Wet scrubbers are more efficient in removing ionic mercury
from waste incinerator flue gas compared to utility boiler flue gas.Average
mercury removal : 34%Percent of utility boilers using
technology : 0.3% (1 out of 325)Selective Catalytic
Reduction (SCR) SCR technology is used to reduce emissions of nitrogen oxides
(NOx) by using low NOx burners to create a fuel-rich primary combustion zone.
This reduces the amount of thermal and fuel NOx created during combustion. NOx,
a main component of smog, can be reduced up to 90% using SCR. SCRs have also been
found to increase the amount of oxidized mercury downstream. Since mercury in
an oxidized form is more readily captured by scrubbers, the combination of these
flue gas controls may effectively capture a significant amount of mercury.
Emerging Power Plant Controls
Although
methods for mercury capture have been developed mainly for waste incinerators,
new mercury control technologies are being developed for coal-fired utility boilers.
Currently, none of these systems are being deployed commercially. Some of these
technologies include:Carbon Injection is the mercury
control technology closest to commercialization for power plants. It involves
the direct injection of activated carbon into the flue gas stream of a utility
boiler. The carbon is collected in downstream particulate control equipment. Mercury
removal depends on the total amount of carbon used, temperature, mercury speciation,
flue gas composition, and type and amount of activated carbon used, averaging
about 80-98% reduction.Carbon Filter Beds are capable
of removing high mercury concentrations from waste incinerators. In addition,
several power plants in Germany and Japan use this technology for acid gas removal
and achieve more than 90 percent mercury control as a co-benefit. However, carbon
filter beds have not been tested for power plant flue gas mercury removal in the
U.S. One pilot project measured at least 99% mercury removal on a municipal waste
incinerator. Condensing Heat Exchangers have a tube-and-shell
heat exchanger which uses water to extract the residual heat from flue gas. A
pilot test showed mercury removal of 84% with a boiler slipstream in addition
to 11-36% removal of other toxic metals.
Mercury
Capture using a Noble Metal Sorbent is based on the ability of some metals, gold
in particular, to form alloys with mercury. This alloy formation is reversible
and at elevated temperatures, the mercury revolatilizes. Lab tests of alumina-supported
gold showed 95% removal of gaseous mercury, regardless of chemical form. Since
gold can be continuously re-used and the mercury can be sold, the process generates
no waste. However, if the captured mercury is not being retired, and rather is
introduced into the market late, the mercury sold will likely generate waste elsewhere.
Fuel
Switching is switching from coal or oil to natural gas or renewable like wind
or solar. The use of cleaner fuels would largely eliminate emissions of articulates,
other metals, SO2, NOx, and carbon dioxide, as well as reduce by over
99% all mercury emissions.
Assessment of
feasibility to meet the emission limit of 100 mg/NM3 of particulate
matter in existing Thermal Power stations
A
study to assess the feasibility for meeting the emission limit of 100 mg/NM3
of particulate matter emission limit was carried through Central Electricity authority,
New Delhi under Corporate Responsibility for Environmental Protection (CREP).,
the characterization was made based on the particulate emission data collected
from 325 units from 74 thermal power stations. Of which, the particulate emission
was within 100 mg/Nm3 in 25 thermal power plants (77 units), More than
100 and less than 150 mg/NM3 was in 42 plants (135 units ) , Between
150 to less than 350 mg/NM3 was in 25 plants (70 Units) and particulate
emission was more than 350 mg/Nm3 was in 11 plants (28 units). The
study includes the constraints in achieving the limit of 100 mg/NM3 and
also assessed the impact of coal quality on reducing the particulate matter emission.
Recommendations and Road map have been suggested to achieve the emission limit
of 100 mg/NM3 . The recommendations are :
Washed/
beneficiated coal containing ash less than 30% may be used along with upgradation
of existing control systems Augmentation of existing
ESPs by increasing Specific Collection Area (SCA) and replacing existing controllers
with microprocessor based controllers wherever necessary. Old boilers may be renovated
alongwith upgradation of ESPs which will reduce lead time of ESP augmentationAfter
detailed indepth investigation and evaluation of performance, Flue Gas Conditioning
may be adoptedInternal inspection and periodic monitoring
and maintenance of ESPs
Road Map for achieving
the limit of 100 mg/NM3 of Particulate Matter
Forty
plants can meet the emission limit of 100 mg/NM3 by Increasing Specific
Collection Area (SCA) and addition of more fields and replacing existing controllers
with microprocessor based controllers wherever not replaced.24
plants can meet the emission limit of 100 mg/NM3 by replacing existing
controllers with microprocessor based controllers wherever not replaced and Fine
tuning and adequate maintenance of each ESP, Flue gas duct and Boiler.20
plants can meet the emission limit of 100 mg/NM3 by using beneficiated
/washed coal alongwith Flue Gas Conditioning
Performance
of Electrostatic Precipitators in Thermal Power Plants in Rajasthan State Kota
Thermal Power Station, (RSVUN), Kota Kota
Thermal Power Plant, located at the bank of Chambal river at Kota (Rajasthan),
has a power generation capacity of 1045 MW (2 x 110, 3 x 210 & 1 x 195) with
14076 MT coal consumption and 3591 MT fly-ash generation per day. The ash and
sulphur contents in coal was 28-30% and less than 0.5% respectively. Coal is being
supplied by SECL, Korba and NCL, Singrauli by rail. Approx 23584 m3
of water was drawn per day from Kota barrage on Chambal River at Kota. Once through
cooling system existed and the temperature difference between intake and outgoing
water varied from 50 C to 100 C. Sewage treatment plant
of 1.2 MGD capacity was provided in the colony for treatment of domestic effluent.
The ash dyke overflow being discharged into Nantha nullah, which was being used
by the farmers in the downstream. There were two ash dykes of 158 Ha and 265 Ha
respectively. The pipeline carrying slurry was around 1.5 km long. Unit-III, IV,
V & VI have dry fly-ash storage silos of 200 MT capacity, fly ash was lifted
by the cement plants for their use. There were six units
having separate ESPs with an efficiency of more than 99%. ESP in unit-I &
II had 17 fields each, whereas Unit-III, IV, V & VI had ESPs with 28 fields
each. During visit, unit-IV was working with 25 fields. Unit-V & VI were shut
down for annual maintenance. Opacity meters have been installed in all the units
but were not in operation except for unit-VI, which displayed reading as 132 mg/NM3.
The industry had 500 KVA DG set for emergency. There are three stacks each of
180 meter height. The Thermal Power Plant has got a exemption for 180 meter height
stack due to aerodrome located about 3 km away from the plant. .Semi-pulse type
microprocessors are installed in all the units to control the operating parameters.
Based on the performance survey the following are the recommendations:Silos
should be constructed to collect dry fly-ash from all the units for fly ash users.The
industry should make proper pitching to give stability and strength to ash pond
embankments to avoid any breach. The ash-dyke overflow water should be reused
in the plant for slurry making and gardening. Vegetation cover on the ash pond-II
should be developed to prevent fugitive emission during summer. Groundwater quality
around the ash dyke should be monitored and fly ash should be analyzed for heavy
metals.Noise monitoring should be undertaken by Kota
Thermal Power Station regularly in plant and at township during day and night.Dust
suppression system should be installed at coal handling plant and at wagon trippler.
Dust extraction system should be in operation at coal crushing areas and water
spray should be done on roads, regularly. Number of fields in ESPs for the unit-I
& II should be increased to achieve the limits prescribed by RSPCB. Opacity
meters should be repaired and calibrated in unit I to V and should be kept in
continuous operation.Necessary monitoring facilities
may be acquired by the industry and the monitoring should be conducted regularly.
It will help capacity building and better understanding for pollution control.
The STP should be operated properly and regularly to
attain the prescribed limits of treated wastewater.The
industry should develop the SLF for hazardous waste as recommended in the authorization.
Suratgarh
Super Thermal Power Station (STPs) Rajasthan
The
power station has installed capacity 1250MW (5X250 MW) with a 16445 MT coal consumption
and 6400 MT fly ash generation per day. Sulphur content and ash content in the
coal are 0.4-0.5% and 35-40% respectively. Coal being supplied by SECL Korba and
NCL Singrauli areas in Madhya Pradesh. The water has been drawn from Indira Gandhi
Nahar Pariyojna canal which is 5 KM away from the plant. All
the five units of Thermal Power Plant are connected to ESPs having 28 fields each,
ESPs have been designed to discharge less than 100 mg/nm3 of particulate
matter . There are three stacks of same height ie. 220m each. Opacity meters have
been installed at ducts before ESPs in all the five units but these opacity meters
are not calibrated since their installation. Fixed Automatic ambient air quality
monitoring stations have been installed at three locations within the plant premises.
Besides, two mobile stations installed on mobile vans. Source emissions are measured
fortnightly, at four stacks except in unit V. Ambient air quality monitored daily
at three fixed locations, both the SMK were not in operation, one mobile van was
not in use during visit. The
wastewater from the colony (housing around 5000 people) and erectors hostels has
been treated through septic tanks and discharged through soak pits to the stabilization
tanks. STPS has a very large area for dumping of dry ash slurry, it may be sufficient
for next twenty years. There was no overflow from ash pond, entire water has been
percolated into ground because of sandy substratum. The
STPS has submitted time bound programme for 100% ash utilization as per MoEF’s
notification and provided dust extraction and dust suppression systems at all
the transfer points, wagon Tripler and coal stacking areas but these were not
in operation. Fugitive emissions were observed at CHP area. Silo’s are not provided,
dry ash collected through ESP hoppers. Fly ash is being taken by cement plants
(M/s Laxmi Cement, M/s Vikram Cement, Birla Cement etc.) . Cement plants lifted
22.8% fly ash during 2003. M/s. Shree Cement Ltd. constructing its own silo for
dry fly-ash storage at unit V inside the plant. The following are the recommendations
based on performance survey.The industry should get
the environmental clearance and consents under Air and Water Acts for unit V and
comply the conditions mentioned therein a.Dust suppression
and dust extraction systems should be operated effectively at CHP area to control
fugitive emissions. Opacity meters, stationary ambient air quality monitoring
stations and mobile station instruments should be calibrated, and the values should
be validated with the actual monitoring data.The industry
should construct the STP for treating the domestic effluent coming from the colony
and erectors hostels.Plantation/green cover should be
developed on the ash pond to control fugitive emissions during heavy wind. Piezoelectric
point should be provided around the ash pond to check the changes in ground water
quality due to percolation of ash pond effluent. Heavy metals should be analyzed
in fly ash being discharged into the ash pond.The industry
should make a fuel supply agreement between coal companies and RSVUNL for the
use of beneficiated/washed coal.The industry should
construct the silo’s for dry ash collection and its tranfer to cement plants.
Pollution Control from Copper Industry
The
National Task Force has constituted for implementation of CREP recommendations
for Copper Industries to monitor the progress on the following agreed action points
for controlling various environmental degradation. To
meet SO2 emission limit (2 kg/tonne of H2SO4
produced), 50 mg/Nm3 of acid mist by December 2005. SO2
emissions monitoring: Installation/Proper operation, maintenance and calibration
of continuous SO2 monitoring system by 30th June 2003. Proper
operation and maintenance of tailing dams. Wastewater
treatment and disposal: To achieve Zero discharge through 100% recycle/reuse of
treated wastewater by 31st December 2003. House
Keeping: To reduce the generation of fugitive dust from vehicle movement and improve
overall house keeping by 31st December 2003. Green
Belt: To develop canopy-based green belt around the periphery of plant and township
as per CPCB guidelines.The status of Implementation
of CREP recommendations for Copper Industries are presented in Table
10.16.Table
10.16 Status of Implementation of CREP Recommendations for Copper Industries
|
Hindalco Birla Copper |
Sterlite Industries (India) |
Hindustan Copper Ltd., Khetri |
Hindustan Copper Ltd. Ghatsila |
| To Meet with
the SO2 emission limit (2Kg/T of H2SO4 produced),
50 mg/Nm3 of acid mist. by Dec., 2005 | |
Complied with the SO2 emission limit (2 Kg/T of
H2SO4 produced), 50 mg/Nm3 of acid mist. |
Advanced Process control completed
in July 2003 thereby achieving SO2 Emission Limit of 2 Kg/tonne of H2SO4 produced
and 50 Mg/NM3 of acid mist. |
Not Complying SO2
emission limit of 2 kgs. per tonne of Sulphuric acid produced will require replacement
of the Smelter Complex with modem technology However, in its present financial
status the Company, is not in a position to incur such a heavy expenditure. |
Plant is closed since July 2003. |
| To reduce the
generation of fugitive dust from vehicle movement and improve overall house keeping
by 31.12.2003 | | RCC
/ asphaltic road inside the plant area for avoiding fugitive emission from the
vehicular movement. About 50 local persons are employed, which helps to improve
overall house keeping. Further improvement will be continued. |
Water Sprinkling arrangement along Roads. Vacuum
Truck for spillage removal. and periodical
Physical condition tour are in practice for overall house keeping.
| All
roads in and around the Smelter Complex are metaled. Regular actions are taken
to improve overall house keeping of the Complex. |
Plant Closed | |
To develop canopy based green belt around the
periphery of plant and township as per CPCB guidelines. | |
Green belt in about 64 ha of land
having more than 2.4 lacs of trees. Further efforts are continued to increase
the peripheral green belt around the plant. |
Number of trees planted so far 37,000 Green Belt
plantation for the year 2003-2004 is 10,000 number. |
Tree plantation has been carried out on a regular
basis within the premises of the Company since inception and later / early 80s.
As a result, green vegetation growth is observed all around the Company’s installation
and township. The tree plantation is a continuous exercise and will continue to
be so. | Tree
plantation has been carried out on a regular basis within the premises of the
Company since inception and later / early 80s. As a result, green vegetation growth
is observed all around the Company’s installation and township. The tree plantation
is a continuous exercise and will continue to be so. |
Pollution
Control from Zinc Industry
The
National task force has been constituted for implementation of CREP recommendations
for Zinc Industries to monitor the progress on following agreed action points
for controlling various environmental degredation.
To meet SO2 emission limit (2 kg/tonne
of H2SO4 produced), 50 mg/Nm3 of acid mist by
December 2006. SO2 emissions monitoring:
Installation/Proper operation, maintenance and calibration of continuous SO2
monitoring system by 30th September 2003. Solid
and Hazardous Waste disposal : Construction of secured landfill for disposal of
hazardous waste such as Jerosite cake, ETP cake and spent catalyst as per CPCB
guidelines by 30th June, 2003. Wastewater
treatment and disposal: To achieve Zero discharge through 100% recycle/reuse of
treated wastewater by 31st December 2004. House
Keeping: To reduce the generation of fugitive dust from vehicle movement and improve
overall house keeping by 31st December 2003. Green
Belt: To develop canopy-based green belt around the periphery of plant and township
as per CPCB guidelines. The
status on Implementation of CREP recommendations for Zinc Industries are presented
in Table 10.17.
Table
10.17 Status of Implementation of CREP Recommendations for Zinc
Industries
| Visakhapatnam
Zinc Smelter (VZS), Visakhapatnam |
Debari Zinc Smelter (DZS), Udaipur, Rajasthan
| Chanderiya
Lead Zinc Smelter (CLZS), Chhitorgarh, Rajasthan |
Binani Zinc, Binanipuram, Kerala |
| To Meet with
the SO2 emission limit (2 Kg/T of H2SO4 produced),
50 mg/Nm3 of acid mist. by Dec., 2005 | |
Have committed to comply with the
recommended emission limit for SO2 by March 2005. Acid
mist emissions are already well within the stipulated norms. |
Have committed for putting up Tail Gas treatment
plant to comply with the recommended emission limit for SO2 by April 2006, instead
of CREP target date of December 2006. Tenders for these TGT plants were invited,
offers have been received and are under evaluation |
Have committed for putting up Tail Gas treatment
plant to comply with the recommended emission limit for SO2 by April 2006, instead
of CREP target date of December 2006. Tenders for these TGT plants were invited,
offers have been received and are under evaluation. |
Have replaced the vanadium pentoxide
catalyst with Ceasium Activated catalyst inn the fourth bed of the converter for
better conversion efficiency in the sulphuric acid plant. Presently SO2 emission
is 2.1 to 2.4 kg / tonne. Further
committed to achieve the SO2 emission limit by March 2005. . |
| Installation/proper
operation, maintenance and calibration of continuous SO2 monitoring
system by 30.6.2003 | | Complied.
Continuous monitoring equipment is installed and regularly functional. The
analyzer is regularly operated, maintained and calibrated. |
Complied Continuous
monitoring equipment is installed and regularly functional. |
Complied. Continuous
monitoring equipment is installed and regularly functional. |
Complied. Have
installed the SO2 online analyser in October 2003 in sulphuric acid plant. |
| Solid and Hazardous
Waste disposal: Construction of secured landfill for disposal of hazardous waste
such as Jerosite cake, ETP cake and spent catalyst as per CPCB guidelines by June
30, 2003. |
- Spent catalyst disposed off
in common TSDF of M/s Hyderabad Waste Management Project, Hyderabad.
- Jarosite
and ETP cake are being disposed off in secured landfill, which was commissioned
in March 2002.
|
- Jarosite and ETP cake
are being disposed off in secured landfill, which was commissioned in May 2003.
- For Spend
catalyst common disposal site in Gujarat has been identified and RSPCB has been
requested for NOC. Presently Spend catalyst is being stored in secured storage
|
Jarosite and ETP cake are being
disposed off in secured landfill, which was commissioned in May 2003. For
Spend catalyst common disposal site in Gujarat has been identified and RSPCB has
been requested for NOC. Presently Spend catalyst is being stored in secured storage |
Hazardous waste such as Jarosite
cake and ETP cake in secured land fills. |
| To achieve Zero
discharge through 100% recycle/reuse of the treated wastewater by 31.12.2003 |
- The
company had hired M/s Nalco ACS Agency for Water auditing work to achieve the
zero discharge but they could not complete the work therefore HZL is looking for
new agency to complete the water auditing work.
- HZL
has requested to extend the target date by one year in view of this inadvertent
delay.
| Zero
discharge is being already maintained. |
- Zero discharge is being
already maintained.
|
- The company is looking
for suitable agency to execute the water auditing work to achieve zero discharge.
- The industry
has asked to extend target date from December 31, 2004 to June 2005.
|
| Visakhapatnam
Zinc Smelter (VZS), Visakhapatnam |
Debari Zinc Smelter (DZS), Udaipur, Rajasthan
| Chanderiya
Lead Zinc Smelter (CLZS), Chhitorgarh, Rajasthan |
Binani Zinc, Binanipuram, Kerala |
| House keeping
to reduce the generation of fugitive dust from vehicle movement and improve overall
house keeping by 31.12.2003 |
- Water spray in concentrate
yard for dust suppression.
- Regular
water spray on roads and drain clearing in entire plant area.
- Proper
handling and disposal of rubbish/scrap in routine cleaning activities.
|
- Water spray in concentrate
yard for dust suppression.
- Truck/tyre
washing system in raw material handling area.
- Regular
water spray on roads and drain clearing in entire plant area.
- Proper
handling and disposal of rubbish / scrap in routine cleaning activities.
| - Water
spray in coke yard and concentrate yard for dust suppression.
- Truck
washing system in raw material handling area.
- Regular
water spray on roads and drain clearing in entire plant area.
- Recycling
of most of the intermediate materials.
- Proper
storage, handling and management of waste materials.
- Recently
a mechanized road sweeper has been introduced to ensure that fugitive dust does
not get resuspended during conventional sweeping.
|
Complied Binani
Zinc is an OHSAS 18001 : 1999 certified company with adequate system in place
for effective house keeping. | |
To develop canopy based green belt around the
periphery of plant and township as per CPCB guidelines. |
- Approximately 30 hectares
area in the factory and township premises has been developed as green belt. In
addition about 1500 saplings have been planted in this season.
- At present, very small
vacant area is available (2 hectares) for plantation in the factory premises.
However, it is planned to create additional area of about 16 hectares available
for plantation in the next 7-8 years.
|
- Approximately 22 hectares
area in the factory premises has been developed as green belt, which has come
up very well. In addition about 1500 saplings have been planted in this season
in the jarosite pond area.
- At
present, no vacant sites are available for plantation in the factory premises.
However, it is planned to create additional area of about 18 hectares available
for plantation in the next 7-8 years
|
- About 33% of total area
is covered with dense plantation and about 81550 plants are covering area of 106.5
hectare.
|
- Efforts are already on to develop a canopy-based
green belt around the periphery of plant and township as per CPCB guidelines.
600 saplings have been planted during last year. It has been proposed to plant
700 saplings in this year
|
Pollution
Control from Iron and Steel Sector
Iron
and Steel is one of the largest sector of industries. Production of Steel is the
key factor for the development. But unfortunately the production of steel is a
major source of water, air and solid waste pollution. Manufacture of Iron and
Steel involved a large number of processing steps and consumes 4-5 tonne of input
materials and 10-25 m3 of water to make one tonne of steel. Besides
the generation of air pollution, 5-20 m3 of wastewater and 2 to 3 tonne
of solid waste is generated, in making one tonne of steel. Coke
oven plant in an Integrated Iron & steel plant is one of the highly polluting
unit, generates poly-aromatic hydrocarbons emissions, which are proven carcinogens.
CPCB has developed environmental standards for coke oven plants and initiated
the compliance of the standards for coke oven plants along with other environmental
standards applicable to Integrated Iron & steel plants. The following major
achievements have been made in the field of environmental management and pollution
control in the Integrated Iron & Steel Industries: About
98% stacks are complying with emission standards.Ambient
Air Quality is within the statutory norms. Discharge
effluent quality for the plants / units are generally within norm, except BOD
and cyanide. 62.5% of the solid waste generated in steel
plants are being utilized either through recycling / reuse or commercial disposal.
Tree plantation has been carried out in and around the
Steel Plants with a target of a tree with production of one tonne of Steel. A
steel plant of four million tonne capacity have target to plant four million trees.
Massive forestation in and around the steel plant can be seen now. To
go beyond the compliance through adoption of clean technologies and management
practices, commitment and voluntary initiatives of industry for responsible attitude,
CPCB has initiated the building of partnership for pollution control with the
industry. The same has been reflected and a mutually agreed Charter on Corporate
Responsibility for Environmental Protection (CREP) - Environmental Issues pertaining
to Integrated Iron and Steel Industries has been signed in March 2003, the action
points and time targets have been finalized. CPCB is monitoring the compliance
and working as a catalyst to ensure the compliance of the agreed action points
and National Environmental Standards. A National Task Force has been constituted
for implementation of the CREP recommendations.
National
Task Force for the implementation of the recommendations of Charter of Corporate
Responsibility (CREP) in Integrated Steel Plants
National
Task Force has been formed to implement the recommendations of CREP in Integrated
Steel Plants. The terms of Reference (TOR) of task force are as below:To
monitor the progress made by Iron & Steel Plant in implementing the recommendations
of CREP. To monitor the progress made in controlling
fugitive emission from coke oven in steel plants. To
inspect some of the units to verify the compliance of CREP recommendations. Meetings
of the National Task Force on Steel Industry have been held periodically to discuss
the implementation of Environmental Standards in Steel industry specifically the
implementation of standards in coke oven plants.
Clean Technology for Sponge Iron
PlantsA project entitled "Description of Clean
Technology for Sponge Iron Plants and Development of Environmental Standards"
has been initiated by CPCB. The project was assigned to MECON Limited. The Consultant
has submitted interim report of the project and review meeting was held in February
2005. The draft standards has been finalized.
Status
of Pollution Control in Steel Foundries at Silvassa (UT Dadra Nagar Haveli and
Daman, UT of Diu, Daman) The
status of pollution control in steel foundries, located at Silvassa & Daman
in the U. T of Diu, Daman and DNH, was undertaken by Central Pollution Control
Board in collaboration with National Productivity Council (NPC), Delhi on the
request of Daman Pollution Control Committee (DPCC). Out
of the 37 ferrous foundry units inspected, none was found having adequate emission
control system, for the compliance to the norms. Apart from the air pollution
control systems, the necessary arrangements for proper collection of furnace fumes
have been recommended. Heavy fugitive emissions source emissions during the process
have been observed. The storage of iron scrap, slag and ingots have been found
very haphazard. The housekeeping was poor in almost all units.
Pollution
Control in Cement Industry
Assessment
of fugitive emissions and development of environmental guidelines for control
of fugitive emissions in cement manufacturing
Fugitive
emissions are generated at various stages of manufacturing process. The degree
of fugitive emissions and the type of controls adopted varies from industry to
industry. It is generally observed that in most cement industries the measures
taken or the control adopted for controlling these fugitive emissions are not
always satisfactory and as a result substantial quantity of fugitive emissions
are generated which spread within and out side the industry premises and causes
adverse impacts on human health and environment.The
overall scenario in cement manufacturing industries in terms of controlling fugitive
emissions needs to be improved. Keeping in view the problem of fugitive emissions,
a study on "Assessment of fugitive emissions and development of environmental
guidelines for control of fugitive emissions in cement manufacturing" has
been undertaken in association with National Productivity Council, New Delhi and
IIT, Kanpur.
The
study includes identification of all fugitive emission sources, monitoring of
fugitive emission, quantification of fugitive emission, characterisation of dust
and analysis of the samples for metals. The study will suggest the standards for
fugitive emission and develop environmental guidelines to control fugitive emission.
Co-incineration of high calorific value hazardous
waste in cement kiln
The
Environmental Policy for co-incineration of high calorific value hazardous waste
in cement kiln was prepared by CPCB and discussed in Chairmen and Member Secretaries
conference held on March 8-9, 2004. So far this has been a thrust area in India,
while internationally high calorific Value hazardous waste is being co-incinerated
in Cement Kiln. The advantage being that at a high temperature of 1400°C the organic
compounds are likely to be destroyed. Further, interaction of the flue gases and
the raw material present in the kiln ensures that the non-combustible part of
the residue is held back in the process and is incorporated into the clinker in
a practically irreversible manner. It also helps in energy saving, CO2
emission reduction and carbon trading.
The cement
industries have expressed their interest in the matter and have come forward for
co-incineration of high calorific value hazardous waste in cement kiln. M/s Rajashree
Cement located in Distt. Gulbarga of Karnataka State has been granted permission
by Karnataka Pollution Control Board and Central Pollution Control Board to conduct
trial run for co-incineration of ETP Sludge generated from BASF India Ltd., Mangalore.
The trial run has been initiated from 16th January, 2005 during which
ETP Sludge is being used in different proportions. Intensive monitoring of expected
air pollutants (pollutants identified for hazardous waste incinerator) during
the trial period is being conducted. Monitoring was also being conducted to cover
one week before trial run and one week after trial run to generate the background
/ reference data. The VOC, hydrocarbon, TOC, PAH, heavy metals are being monitored
besides the routine parameter i.e. particulate matter, SO2, NOx, HCl,
HF, CO. The dioxins and furans which is considered as the most important and critical
parameter have also being monitored. The ambient air quality also being monitored
during the trial period. Even soil samples are being collected before and after
the trial run to assess the impact of dust emission during co-incineration on
soil quality. More over, the product i.e. clinker is being tested for its quality
as per BIS norms including leachability and heavy metals content by the National
Council for Cement and Building Materials.
Two
more cement industries have also been given permission for trial run by concerned
SPCBs and CPCB. M/s Grasim Cement Industries (Cement Div.), Reddipalayam, Tamilnadu
will co-incinerate refinery sludge, paint sludge and used tyre chips. M/s Laxmi
Cement, Sirohi, Rajasthan will co-incinerate the CETP Sludge generated at Pali,
Rajasthan. These trials will be undertaken after the first trial at M/s Rajashree
Cement is over.
The issue of co-incineration
of hazardous waste in cement kiln on trial basis needs to be given momentum. As
cement industries are located all over the country, therefore, there is an urgent
need to identify high calorific value hazardous wastes available in the proximity
of the cement plants which may be co-incinerated in cement kiln (subject to clearance
after trial run).
Table 10.18 Emission monitoring
schedule during trial run of co-incineration of hazardous waste in cement kiln
|
S.No. |
Parameter |
Frequency |
Monitoring agency | |
1. | Particulates |
4 samples / day |
External Lab / CPCB | |
2. | SO2 |
4 samples / day |
External Lab / CPCB | |
3. | HCl |
4 samples / day |
External Lab / CPCB | |
4. | CO |
4 samples / day |
External Lab | |
5. | NOx |
4 samples / day |
External Lab / CPCB | |
6. | Total
Organic Carbon | 1
sample / day | External
Lab | | 7. |
HF | 4
samples / | External
Lab | | 8. |
Hydrocarbons |
2 samples (of 4 hours each) / day |
External Lab | |
9. | Opacity |
Continuous |
Cement Plant | |
10. | VOC |
2 samples / day |
External Lab | |
11. | PAH |
2 samples /day |
External Lab | |
12. | Metals
(both particulate and vapour phase) Cd, Th, Hg, Sb, As, Pb, Cr, Co, Cu, Mn, V,
Zn, Sn, Se | 1
sample / day | External
Lab | | 13. |
Dioxin & furans |
1 sample / day |
GTZ, Delhi | Ambient
Air Quality Monitoring
SPM,
RSPM, SO2, NOx
Clinker Quality
Testing
Composition as per BIS requirement
Leachability test Heavy Metal
contents
Compliance of Standards in Cement
Plants : Andhra Pradesh
The Cement plants
located in Andhra Pradesh were monitored with respect to particulate matters from
source emission and verification of other conditions stipulated in consent order
issued by the SPCB and environmental clearance granted by MEF. The salient observations
are as below .The Continuous Monitoring System (CMS)
is yet to be provided in respect of monitoring of dust concentration in the stacks
attached to different sources. , Therefore condition of interlocking, laid down
in the Environmental Clearance not met. Further no action plan for installation
of the CMS is yet prepared by the industry.Although
the ambient air quality monitoring in respect of SO2, Nox, Suspended
Particulate Matter and Noise is carried out by the SPCB, industry and by a third
party, but no interpretation of these data is yet carried out.Although
source emission monitoring was conducted by CPCB team, it has been noticed in
most of the cases the provisions are not provided as per the norms stipulated
in Emission Regulation. Thus, the source emission monitoring results provided
by the SPCB and the third party may be far from the reality.The
industry has provided Water Spraying and Dust Collecting Systems in the crusher
and other transfer points yet deposition of dust in and around the plant indicates
inefficient operation of these Air Pollution Control Devices.
Table
10.19 Status of Inspection/Monitoring of Cement Plants : Andhra Pradesh
| Sl. No. |
Industry |
Plant |
Product Brand |
Remarks |
| 1. |
The Zuari Industries Ltd., |
Yenaguntla Cement Works |
Zuari Cement |
Inspected and monitored |
| 2. |
The India Cements Ltd., |
Chilambur Cement Works |
Shankara Cement |
Plant shut down |
| 3. |
The India Cements Ltd., |
Yenaguntla Cement Works |
Shankara Cement |
Plant shut down |
| 4. |
The K.C.P. Industries Ltd., |
Macherla Cement Works |
KCP Cements |
Inspected and monitored |
| 5. |
The India Cements Ltd., (Formerly
Raasi Cement Industry Ltd.,) | Vishnupuram
Cement Works | Raasi
Cement | Inspected
and monitored | | 6. |
The India Cements Ltd., (Formerly
Visaka Cement Industry Ltd.,) | Malkapur
Cement Works | Coromandel
Cement | Inspected
only | Based on the inspections
and monitoring the recommendation we have been made, which are as follows.
The
industries shall be asked to prepare an action plan with allocation of fund for
installation of Continuous Monitoring System and interlocking the same with the
production and process equipment.The industries should
also look into the data of air quality monitoring and draw the interpretation
of them in regard to assess the performance of Air Pollution Control System. The
ambient air quality monitoring in respect of noise appears to be unrealistic as
such during the visit to the plan high level of noise found generated due to having
not provided acoustic system specially near coal mills and its pumping station.The
stacks attached to the source emission shall be modified by the industry in order
to meet the norms as stipulated in the Emission Regulations.The
industry should create a wind barrier around the plant in order to contain the
dust within the plant area in addition to development of extensive green belt
as per CPCB guidelines inclusive of plantation and bio-indicators.The
fugitive emission from the transfer point should be contained specially from clinker
hopper and clinker transport point. It requires to introduce the system of rubber
curtain and wind barrier so as to prevent the dust suspension.
Performance
Study of ETP’s in Pharmaceutical Industries in Central Zone Central
Pollution Control Board has conducted performance study of effluent treatment
plant’s at five major and medium pharmaceutical industries in Central Zone. The
details of industry, production capacity, effluent treatment facilities and industry
wise observation.
Lupin
Pharmaceutical, Mandideep It is large-scale bulk
durg manufacturing unit with production facilities as below :
Ciprofloxacin
& salts - 48 MT/year
Emmofloxacin
& salts - 06MT/year
Intermediates
- 36MT/year
Acictovir & salts
- 70MT/year
Etadolac - 36MT/year
Citalopram - 24MT/year
Statins
simvastatin - 12MT/year
Macrolides
- 50MT/year
The industry has to optimize
the operation of effluent treatment plant and achieve desired treatment. In fact,
at 60 % loading, better efficiency of treatment could be achieved. Proper air
pollution control devices are required to be installed for incinerators for chemical
waste as well as garbage incineration. The incinerator for chemical waste should
not be operated without air pollution control devices. Record for generation of
hazardous waste from each production unit and ETP unit may be prepared along with
the details of its storage and disposal. The inventory of hazardous waste should
tally with the quantity of hazardous waste available on ground. The industry has
to provide garland channels around the area handling hazardous waste to ensure
that no run-off find its way into general storm water drains. The size of garland
drain should be kept accordingly. The industry should establish its own facilities
for monitoring of ETPs and air pollution quality in stack as well as in ambient
environment. Thick green belt has to be provided on all the sides at premises
treriphery and ensure its survival. Entire wastewater generated in effluent treatment
facilities may be utilized and the use of solar evaporation pond may be eliminated.
Ranbaxy
Laboratories Ltd. It is a large scale bulk durg
manufacturing unit located in Dewas industrial area producing following bulk drugs.
The unit has provided comprehensive effluent treatment facilities comprising of
equalization tank, anaerobic lagoon, 2 stage aerobic treatment facilities and
clarifiers. The treated effluent is used for gardening. Ciprofloxacin
& salts – 48MT/year Emmofloxacin
& salts – 06MT/year Intermediates
– 36MT/year Acictovir &
salts – 70MT/year Etadolac –
36MT/year Citalopram – 24MT/year Statins
simvastatin – 12MT/year Macrolides
– 50MT/year The
unit should improve the performance of anaerobic lagoon by desilting and submit
the action plan for safe disposal of sludge and explore for provision of equalization
tank of detention period 24-hour capacity to have homogenized flow. The effluent
from scrubbers provided with the incinerator facilities collected in solar evaporation
tank shall also be treated by controlled pumping into ETP, as this is a highly
concentrated waste with BOD of 11408 mg/l and COD of 34877 mg/l. The unit shall
restart the incinerator after replacing the corroded chimney and maintain the
records of the type of hazardous waste and quantities incinerated on Form 3 and
will submit the return annually on Form 4 to SPCB. Detailed inventory of hazardous
waste material stored, sold and reused has to be maintained with action plan for
making proper storage arrangement item-wise. Secured land fill for the disposal
of incinerated ash, chemical sludge and other hazardous waste has to be provided.
Also unit shall identify exactly the hazardous waste, which are to be incinerated,
sold, reused or disposed into secured landfill. Segregation of waste streams from
bulk drug and formulation unit need to be examined. The unit shall provide piezometers
in the areas wherever the treated effluent is applied for gardening. The unit
shall make arrangement for the closure of nullah in the backyard by diverting
the flow permanently.
IPCA Laboratories Ltd,
Ratlam The unit is manufacturing bulk drugs with
production capacity of 1202.5 MT/year of various products and also involved in
formulation of tablets, syrups and injectables.The unit
has provided comprehensive effluent treatment facilities comprising equalization
tank, 2-stage aeration tanks, clarifiers and tertiary treatment plant comprising
of activated charcoal treatment and dual media filters. The entire water is used
for irrigation facilities.
Raptokas Brett
& Company Ltd., Alwar It is a medium scale unit
engaged in manufacturing of pharma-peptone and proteolysed liver extract, amounting
to 196.67 tonne per year with meat extract as raw material. The wastewater generated
is around 20 cubic meter per day and is treated by anaerobic, chemical and biological
process. The operation and maintenance of effluent treatment
plant at the unit are not proper. The anaerobic digester has been found working
as a holding tank. There was no MLSS in aeration tank and secondary clarifier
was not working as per design. The disposal of sludge from ETP was not adequate.
Dallas
Bio-tech Ltd., Bhiwadi
The unit is engaged
in manufacturing bulk drugs like amoxycillin, cephalexin etc., amounting 304 tonne/year.
The wastewater quantity generated is around 40 cubic meter per day and treated
in comprehensive effluent treatment plant comprising holding tank, chemical dozing,
tubes settler, aeration tank, dual media filtration and treated effluent is discharged
into RIICO drain. There was no flow measurement device, settling facilities after
post-aeration. The sludge drying beds are of lesser capacity 10.3 COMPREHENSIVE
INDUSTRY DOCUMENT (COINDS) AND EVOLVING ENVIRONMENTAL STANDARDS AND GOOD PRACTICES
FOR CASHEW SEED PROCESSING INDUSTRY Cashew
seeds processing industries are existing in a few coastal states in India. Even
though there is cashew seed cultivation in the country, most of the product demand
is met by importing raw cashew seeds from South Africa. The processed cashew kernel
are exported to Gulf and European countries. There are about 1500 units,categorised
under SSI category, scattered in Nagercoil (Tamilnadu), Cheerla & Palasa (Andhra
Pradesh), Kollam, Pathanamthitta & Trivandrum (Kerala) and in Goa. It is a
labour intensive industry. Female workers constitute 90% of the work force.
These units generally operates in the morning i.e. from 6.00
to 12.00 O’ Clock. Cashew seeds are processed by two methods viz roasting and
cooking process. The cashew seeds roasting process releases thick black smoke
from roasting drum through the stack. The smoke has irritating odour and
causes nuisance in the neighbourhood. The process also generates wastewater from
the quenching operation of the roasted seeds. However, roasting process is preferred
by the manufacturers. In cooking process, steam is generated in baby boiler and
steam is supplied in kettle (Cooker) for cooking of seeds. In cooking process,
cashew nut shell liquid (CNSL) vegetable oil is extracted from the shells of the
seeds which has a market value in paint and resin industry. When the cashew seeds
is roasted or cooked, it is sent to the cutting section and red skin, called testa
is removed from the cashew seed through Borma Operation. Borma is done at 80-900
C which again releases a thick smoke. Quenching is not required in Cooking
process. Not much has been done to update the technology
used by cashew seed processing industry. Though pollution load from individual
unit is relatively low but the magnitude of pollution problem from the cluster
of units is very high. Keeping in view that industry is mostly in small scale
and cottage sector, it was felt to study the industry in detail and to develop
techno-economically viable environmental standards for cashew seed processing
industry in India before evolving environmental standards with the help of various
concerned state pollution control boards, pollution control committees, Dr. Ambedkar
Institute of Productivity and National Productivity Council, Chennai. Monitoring
of cashew seed processing industries for air, water and noise has been completed
in Nagercoil (Tamil Nadu), Kollam (Kerala) and Kassibagga- Palassa (A.P.). Monitoring
was carried out for Roasting, Cooking and Borma operations. Ambient Air Quality
was also studied at Palassa (A.P.) . Water samples were collected and analysed
for pH, COD, BOD, oil & greese and phenolic compounds. The information have
been collected from various State Pollution Control Boards/Committees and compiled.There
is a possibility of employing cleaner technology in Cashew Seed processing Industry.
Instead of Roasting or use of cashew shell fired baby boiler in cooking process,
bio- gasifire can be employed, using cashew shell as fuel, to done away with direct
firing of cashew shell. Cashew nut shells, a waste product of the industry, are
converted into combustible gas in the biomass gasifiers. The clean technology
of employed by cashew seed processing industry will reduce smoke and dust nuisance
resulting in improvement in ambient air quality in the vicinity. 10.4 UTILIZATION
OF TREATED EFFLUENT FROM PAPER MILLS FOR CROP IRRIGATION AND ITS IMPACT ON CROP
PRODUCTIVITY AND SOIL HEALTH
Pulp
and Paper industry falls under 17 identified categories of highly polluting industries
defined by the Ministry of Environment and Forests. Pulp mills require enormous
amounts of water for debarking the trees, washing the wood chips, bleaching the
pulp which creates a significant interdependence with available water supply invariably
has a serious impact on the local ecosystem. BOD and COD levels are very high
in pulp mill effluents failed to achieve prescribed discharge standards causing
pollution of surface water bodies. Though large pulp and paper mills installed
chemical recovery plant (CRP) colour problem still persists. Smaller mills do
not have CRP causing severe environmental pollution of soil and ground water.
Considering the risk of water
pollution problems, it is desirable that the wastewater may be disposed on land,
which would help in harnessing their irrigation potential in agriculture. This
has been demonstrated that productive crop irrigation programme introduced with
wastewater disposal facility yielding revenue and wastewater disposal cost. To
eliminate the problems of colour due to lignin and in this regard, clay loam soils
are most effective for colour removal followed by silt and sandy loam. However,
sodium build up was noticed in the continuously irrigated soils with the wastewater,
which could be overcome by using gypsum for reclamation.Under
one of the CPCB sponsored project "utilization of treated effluent form paper
mills for crop irrigation and its impact on crop productivity and soil health",
IARI has extensively studied the process for crop irrigation and the studies have
revealed promising results in reducing the overall pollution loads with respect
to lignin, color, COD, BOD including toxicity. Agricultural field of representative
pulp and paper mills will be selected in association with CPCB for carrying out
spot and field experiments with three categories of paper mills viz. Large Paper
Mills, Small Paper Mills with chemical recovery unit and Small paper mill without
chemical recovery unit. 10.5 RECOMMENDATIONS
ON FAECAL COLIFORM DISCHARGE STANDARDS FOR SEWAGE IN DELHI A
high-powered committee has been constituted in pursuance of orders of the Hon’ble
Supreme Court in CWP No. 725/1992 for preparation of an Integrated Action Plan
for cleaning the Yamuna River at Delhi. This High Powered Committee in its meeting
dated 24.08.04 constituted a sub committee chaired by Chairman, CPCB to determine
norms for permissible coliform level in treated sewage and the process required
for achieving the same keeping in view techno-economic feasibility. This Committee,
after detailed deliberations on various aspects and after consulting experts on
the subject, prepared a report on Fecal Coliform discharge standards and possible
technological options. Maximum permissible Fecal Coliform standards notified under
EPA for bathing water quality is 2500 MPN/100 ml. Considering the facts that there
is negligible dilution available in Delhi stretch of river Yamuna, the discharge
standards for Fecal Coliform levels in treated sewage is recommended 2500 MPN/100
ml, the same as quality of bathing waters because the Delhi stretch of river Yamuna
is desired to be maintained as bathing water. However CPCB has emphasized that
to achieve the maximum removal of pollution load with the funds available, it
would be proper to make arrangements for treatment of the entire sewage up to
secondary level to achieve BOD<20 mg/l and SS<30 mg/l on priority basis
rather than treating part of sewage to tertiary level to achieve FC<2500 MPN/100
ml and BOD<10 mg/l while leaving significant part of sewage untreated. Afterwards,
when secondary treatment facility for at least 90 % of sewage is installed, all
STPs need to be augmented with tertiary treatment facilities for removal of FC
to a standard 2500 MPN/100 ml as well as for further removal of organic matter
to BOD<10 mg/l so that the main objective of maintaining quality of Yamuna
river may be fulfilled. In Delhi, existing STPs based on ASP and Trickling Filter
(TF) technologies require augmentation with tertiary treatment units to achieve
the recommended Faecal Coliform standards of 2500 MPN/100 ml discharge into Yamuna.
Following are the possible tertiary treatment schemes which can be adopted after
conventional treatment units (ASP or TF) to achieve the recommended FC standards.Chemicals
aided tertiary sedimentation (after flocculation)Chemicals
aided tertiary sedimentation (after flocculation) + Granular media (Sand) filtration
Chemicals
aided tertiary sedimentation (after flocculation) + ChlorinationChemicals
aided tertiary sedimentation (after flocculation) + Granular media (Sand) filtration
+ ChlorinationInstallation
of treatment facilities for secondary treatment of sewage generated in Delhi will
take time meanwhile, CPCB proposes to take up experimental studies on treated
sewage in Delhi to investigate effectiveness of above suggested tertiary treatment
technologies in terms of faecal coliform removal. 10.6 PERFORMANCE
EVALUATION OF ROOT ZONE TREATMENT FOR DOMESTIC WASTEWATER Root
Zone Treatment processes effectively purify domestic and industrial wastewater
according to the law of nature. The term "root zone" encompasses the
interactions of various species of bacteria, the roots of the reed plants, soil,
air, sun and water. Central Pollution Control Board has taken-up the project on
"Assessment of Root Zone Treatment technology for treatment of domestic wastewater".
The project is being undertaken at Sewage Treatment Plant, Jagjitpur, Haridwar.
The objective of the project was to assess the efficiency of Root Zone Treatment
plant for treatment of domestic wastewater and polishing of treated wastewater
under Indian condition and to optimize the system parameters. Two
Root Zone Treatment Horizontal beds, one each for receive raw wastewater (Raw
bed) [4.90m(L) x 3.1m(B) x 0.08m(H)] and other for receive treated wastewater
(Polishing bed) [4.35m (L) x 2.25m(B) x 0.04 m(H)] were constructed. The sand
of the bed of river Ganga (0.8 mm and Porosity 29%) is used as filter media. The
plant Phragmites Karaka is planted at the contructed wetland site. The
performance of the bed has been tested for various hydraulic and organic loading
with different hydraulic retention time (HRT). The performance of the Root Zone
Treatment with raw sewage & treated effluent (polishing treatment) are presented
in Table 10.20 & 10.21.
Table
10.20 Average Percent Removal of Various Parameters in Raw Bed at Various Hydraulic
Loadings
| HRT
(days) | Discharge
(m3/d) |
Hydraulic
Loading (cm/day) |
Organic Loading
(Kg/ha/d) |
Average
Percent Removal | TS |
TDS |
TSS |
BOD |
COD |
TKN |
Total Phosphate |
Faecal Coliform |
| 4 |
0.88 |
6 |
62.5 |
39.45 |
16.50 |
91.4 |
98.5 |
91.1 |
59.53 |
28.78 |
99.965 | |
3 |
1.17 |
8 |
83.5 |
37.29 |
9.61 |
90.65 |
92.60 |
87.56 |
45.33 |
24.26 |
99.920 | |
2 |
1.75 |
12 |
125 |
31.29 |
7.27 |
87.85 |
87.70 |
82.57 |
37.65 |
20.17 |
99.390 | |
1 |
3.5 |
24 |
250 |
28.79 |
6.02 |
81.84 |
66.73 |
67.24 |
24.20 |
8.91 |
97.390 | Table
10.21 Average Percent Removal of Various Parameters in Polishing Bed at Various
Hydraulic Loadings
| HRT
(days) | Discharge
(m3/d) | Hydraulic
Loading (cm/day) | Organic
Loading (Kg/ha/d) | Average
Percent Removal | | TS |
TDS |
TSS |
BOD |
COD |
TKN |
Total Phosphate |
Faecal Coliform |
| 2.0 |
0.57 |
6 |
4 |
26.53 |
24.29 |
80.31 |
89.55 |
85.42 |
82.45 |
25.68 |
90.27 | |
1.5 |
0.76 |
8 |
6 |
19.78 |
17.76 |
87.65 |
76.85 |
43.93 |
76.48 |
27.44 |
96.27 | |
1.0 |
1.14 |
12 |
8 |
15.88 |
13.94 |
70.36 |
68.31 |
65.45 |
51.85 |
20.48 |
86.71 | |
0.5 |
2.28 |
24 |
16 |
10.80 |
7.85 |
83.53 |
48.57 |
63.33 |
38.35 |
11.52 |
81.31 | 10.7 POLLUTION
CONTROL IN INDUSTRIAL ESTATES OF ANKLESHWAR, NANDESARI IN GUJARAT STATE AND TALOJA,
TARAPUR IN MAHARASHTRA STATE
The
inspections have been undertaken in 18 out of 297 Red Category industries of Tarapur
(Maharashtra) & 42 out of 71 Red category industries in Nandesari (Gujarat)
to review the status of environmental management system. The findings are as below:
The
industrialists in this estate are least aware or pretend ignorance of concepts
like Energy Conservation, Waste Minimisation/ Pollution Prevention. Since the
common facility takes care of the wastes generated, no efforts are carried out
to reduce or minimise the wastes. The gross violation
of this principle of Pollution Prevention can be gauged from the fact that high
COD load is first created (may be due to production process inefficiencies or
otherwise) and then diluted with fresh water to meet the inlet norms of CETP.
A base quantity of wastewater generation can be worked
out theoretically and then compared with the quantity actually sent regularly
to CETP for treatment. This measure may deter the industry from diluting and look
for water conservation measures. All the industries
are sending their effluent to CETP through tankers. The arrangement for filling
the tankers outside the industry premises is also inadequate in most of the industries.
Consequently, spillage and spread of effluent on earthen surface and natural drain
takes place at many areas in the industrial estate. This kind of tanker filling
arrangements is adversely affecting the environment & aesthetics of the industrial
estate.Inventory work is in progress for MIDC-Tarapur,
MIDC-Taloja, GIDC- Nandesari and GIDC- Ankeleshwar. Methodology adopted includes
dry data collection, inspection of EMS and monitoring in selected industries. Table
10.22 : Red category of Industries Inspected at Industrial Estates of Gujarat
& Maharashtra
| |
Scale |
Industrial Estates |
Remarks |
| Nandesari |
Tarapur |
Taloja |
Ankleshwar | |
| Total
no. of industries as per the list provided by the State Pollution Control Boards
| Large |
2 |
17 |
31 |
Break-up not available | |
| Medium |
8 |
57 |
15 | |
Small |
61 |
223 |
116 | |
|
Total |
71 |
297 |
162 |
601 | |
| Personal
visits made to industries | |
49 |
24 |
21 |
10 |
Ongoing | |
Monitoring carried out in industries
| |
5 |
5 |
7 |
4 |
Ongoing | |
No. of industries found closed
| |
6 |
30 |
-- |
-- |
Dynamic status |
10.8 MERCURY RELEASE
INTO ENVIRONMENT BY CAUSTIC SODA INDUSTRIES The
evaluation has been undertaken by Central Pollution Control Board at M/s.Grasim
Industries (Chemical Division), Nagda , M/s.Hukumchand Jute Mills, Amlai and M/s
Shri Ram Vinyle & chemicals, Kota to assess the progress made by the industries
in controlling mercury release into the environment. Isotope studies indicated
that mercury consumption per tonne of caustic soda produced has been reduced gradually
during past three years. However, it has been observed that there is substantial
mercury still unaccounted. Industries have targeted year 2020 for converting existing
mercury cell process into membrane cell technology.
| Year |
Mercury consumed in gm/ tonne
of caustic soda produced | |
M/s.Grasim Industries Ltd., Nagda |
M/s.Hukum Chand Jute Mills, Amlai |
M/s Shri Ram chemicals, Kota |
| 2002 |
60.00 |
94.00 |
160.00 | |
2003 |
52.58 |
82.31 |
58.30 | |
2004 |
47.27 |
52.45 |
46.10 |
|