Reliancepx
Reliancepx
Prepared for
PATALGANGA, MAHARASHTRA
May 2015
List of Annexures
Executive Summary
The proposed coal /petcoke power plant CCPP configuration shall comprise of Four units of
250 TPH high pressure CFBC boilers together with 3 units of 50 MW Steam Turbine
generators (STG) and one unit of 24 MW STG. The CFBC boilers will have inherent capacity
to handle wide range of solid fuel. Power generated, from the Co gen-CPP, is evacuated
through HT cables on the pipe rack. Also the system will be connected through suitable step
up transformer to the existing 100KV system or 220KV system as per the grid requirement.
The detailed description of the project is given in Section-2 of this report. Exisiting Gas
Turbines are site rated to 24 MW Capacity based on the derating of gas turbines to Local
Ambient conditions and aging / fouling of compressors, by replacing some of the parts of the
Gas Turbines and changing the control system software it is possible to increase the capacity
of the Gas turbines from 24 MW each to 33 MW each
The existing infrastructure facility at PMD shall be utilized for this proposed debottlenecking
as well as expansion of Co-Gen CPP. The CCPP expansion project shall be set-up in an
area within PMD. The power generating equipment considered for the station comprises of 4
nos. natural circulation CFBC boilers, 3 nos. non-reheat type steam turbine generator and
one extraction cum condensing turbine (existing) set using steam parameters within sub-
critical range, water cooled condenser, condensate extraction and boiler feed system along
with feed heating equipment like HP heater, steam condenser and deaerator. The steam
Reliance Industries Limited Page 3
generators would be semi-outdoor, balanced draft, natural circulating type having maximum
continuous evaporation at 110 bar, 515oC. The Turbine Generator set would be designed for
3 x 50 MW and 1 x 24 MW STG maximum continuous rating with water cooled condenser
having vacuum of 0.1 bar. The unit would be standard 3000 rpm, condensing, and single
cylinder machine with multiple extractions for regenerative heating. Auxiliary systems for the
power station like coal/pet coke and ash handling plants, plant water, compressed air,
ventilation and air conditioning systems together with miscellaneous auxiliaries and
ancillaries have been described in Section-3 of this report. The proposed power station will
be provided with the state-of-the-art Distributed Digital Control System (DCS), which will
integrate various closed loop sub-systems, open loop sub-systems, monitoring and
information sub-system covering the entire plant. The system will integrate the various
proprietary control packages supplied by the main equipment suppliers for harmonious plant
operation. The plant layout for the proposed plant has been developed taking into
consideration the optimum use of available land. Technical features of major plant and
equipment and plant layout are furnished in Section-3 of this report.
The debottlenecking proposal shall not add any additional environmental pollution in the
region. The proposed expansion of the CCPP will be equipped with state-of-the-art pollution
control devices to bring down the emission of pollutants to a level well within acceptable
norms of the country. The proposed CCPP will have the CFBC technology which uses lime
injection for reduction of SO2 emissions. This CFBC technology will also result is low NOX
emission and the adequate control mechanisms are in place to control the PM emission
which will be kept within statutory limits at all time. A general discussion on Environmental
aspect has been provided in Section - 4 of this report.
PROJECT DESCRIPTION
2.1 INTRODUCTION
RIL intends to debottleneck the existing plant and infrastructure as well as install
CCPP at PMD. The debottlenecking of the existing plant which shall be at the Purified
Terephthalic Acid (PTA) plant and the Linear Alkyl Benzene (LAB) Plant, and this
proposal will not lead any increase in pollution. Along with this proposal of
debottlenecking, it is also planned to expand the CCPP. The CCPP which will supply
high pressure steam to the process and also augment the power generation capability.
Gas Turbines with HRSG and Auxiliary boilers are existing which uses natural gas and
HSD, Naphtha as fuel. Considering the less availability and higher costs of these
fuels, it is proposed to use Coal / Pet coke as fuel in the proposed CCPP.
The proposed project will be located within the existing complex at PMD at Mohapada
Village, Kalapur Tehsil, Raigad District, Maharashtra. PMD is located within MIDC
notified Industrial area and is well connected by rail and road network. Nearest railway
station Apta which is around 3 km. west of the site and Mumbai-Pune National
Highway (NH-4) is around 2.5 km. North-East of the site. Patalganga river flows about
500 meters north of the site. The proposed project location site is well connected by
rail and road and the site is at a distance of around 90 km. from Mumbai.
Overall climate is equable with average rainfall of 3000 mm per year and very few
days of extreme temperatures. The mean annual temperature ranges from 30 oC to
33oC. The mean maximum temperature of the hottest month in this area varies from
30oC-40oC in April-May while mean minimum temperature of coldest month varies
from 10oC to 20oC. Extremes of temperatures, like 44oC-45oC in summer and 10oC -
14oC in winter, may be experienced for a day or two in respective season. The area
has humid climate. Relative humidity varies from 25% to 85%. Driest days being in
winter and wettest ones are experienced in July. The rainy season is mostly confined
to southwest monsoon and is the source of fresh water supply. PMD location is as
given below; the topo sheet showing the project location is attached as Annexure 1
LAB Debottlenecking: The following modifications are being proposed which will
increase the LAB production from 8340 MT per month to 11000 MT per month.
Replacing hazardous HF catalyst-based process with ionic liquid catalyst-based
process developed in-house.
The product slate at PMD along with the proposed debottlenecking is given below;
Post
Existing
Debottlenecking
Product Capacity
Capacity
(MT / M)
(MT /M)
LINEAR ALKYL BENZENE (LAB) 8,340 11,000
Normal paraffin ( normal grade)
Normal paraffin (heartcut grade)
Heavy normal paraffin 51,598 75,000
Light normal paraffin
Tar polymer
Heavy alkylate 840 840
Light Ends 1110 1110
PURE TEREPTHALIC ACID (PTA) 25,000 27,500
Paraxylene 20,840 20,840
Iso pentane
1,042 1,042
Normal pentane
IG benzene
Remax-1 50,509 50,509
Renine
Liquefied petroleum gases (LPG) (sr
2,250 2,250
grade)
The Para xylene process is divided into the following major sections;
Naphtha pre-fractionation section
Naphtha hydro-treating section
Platforming section
Continuous catalyst regeneration section
Platforming Section: The hydro-treated naphtha from NHT unit is the feed to the
Platforming Section.
Xylene Fractionation Unit: This unit consist of two distillation columns. The
function of the unit to prepare feed stocks for Parex and Tatoray urllts. The feed
from the platforming unit de-heptaniser is prepared in the xylene fractionation unit
clay towers. It combines with the clay treated feed from the bottom of BT splitter
column located in Tatoray unit and flows to the Xylene rerun column. In day
treated product from the isomar unit is also fed to the xylene rerun column. The
function of the xylene rerun column is to separate C8 aromatics from the heavier
Isomar Section: lsomar unit is to convert Metaxylene and Ethyl Benzene to para-
Xylenes and orthoxylenes. Isomar is a catalyst isomerization process to
efficiently convert mixture of C8 aromatics to a near equilibrium mixture. It
employs a Bi-functional noble metal spherical catalyst containing both add sites
(zeolite) and metal sites (Platinum) which operates in a pressure and
temperature range that favours para-Xylene and ortho-Xylene production from
Metaxylene and Ethyl benzene. In this process slight amount of Toluene is also
produced. However, the isomerisation is then subjected to fractionation to
remove light ends (C7) at the top. The bottom product which in rich in paraxylene
is recycled back to xylene fractionation unit for recovery of para-Xylene in Parax
Unit.
LPG Recovery Unit: The LPG plant essentially consists of five major sections,
oFeed gas mixing section
oCompressor section
oDistillation column section
oMounded bullets LPG (tanker) loading gantry
Odourization of the LPG: As standard practice, all LP gases shall be odorized prior to
delivery to bulk plant by addition of a warning agent of such character that the gases
are detectable, by distinct odor to a concentration in air of not over one fifth the lower
Iimit of flammability.
The main reactions that take place in the reactor to produce TA are a series of
reactions which are given below:
The Oxidation Process consists of three main sections: Air compression, Reaction,
Product Recovery and Solvent Recovery.
In the Reaction section p-xylene feed stock is mixed with acetic acid solvent and catalyst
solution. The combined charge is fed continuously to the reactor where it is reacted with
air. The major proportion of the terephthalic acid produced in the exothermic reaction gets
precipitated to form slurry in the reactor.
In the Product Recovery section, reactor product is de-pressurized and cooled in a series
of three crystallizing vessels. Precipitated terephthalic acid product is recovered by
continuous filtration incorporating a solvent wash stage. Residual acetic acid is then
removed in a steam tube rotating drier. The resultant product is conveyed either to the
intermediate storage, or directly to the purification plant.
In the Solvent recovery section, Impure solvent recovered from the Reaction and Product
Recovery sections, is partly recycled to reaction section and solvent is recovered from
part of the impure solvent. After the recovery, the residual slurry is incinerated in the
incinerator. The Oxidation section is designed for completely continuous operation. An
important feature of the plant is the facility to recycle a proportion of contaminated solvent
giving a “catalyst recycle” and thereby reducing the demand for fresh catalyst.
The Terephthalic acid (TA) product from the Oxidation section contains a small quantities
of impurities which must be removed before the material can be used in the manufacture
of polyester. The principal impurity, 4 carboxy benzaldehyde (4CBA), an oxidation
intermediate, is hydrogenated to para-toluic acid. The para-toluic acid remains in aqueous
solution during the subsequent product recovery stages. This is achieved in the
Purification section by selective catalyst hydrogenation of an aqueous solution of TA
saturated with hydrogen at elevated temperature and pressure.
The Molex Process Extraction of n-Paraffin: In this process n-paraffin are separated from
the non-normals by molecular sieves. The operation is carried out in a multi-bed adsorption
chamber fitted with a number of access lines, each attached to a distributor within the bed
and terminating outside the bed at a rotary distribution valves. The flow arrangement inside
the adsorbent chamber simulates a continuous counter current flow of liquid and solid
phases, without actual movement of the solid. The Raffinate and extract (n-Paraffin) streams
n-Paraffin Prefractionation Unit: The N-paraffin stream from the Molex Units further pre-
fractionated to obtain the heart cut paraffin prior to feeding the Pacol Unit. This section
comprises a Stripper and a Rerun Column for removal of lighters (Stripper overhead) and
heaviers (Rerun Bottoms). The Rerun overhead (heart-cut) is then fed to the Pacol Unit.
The Pacol Process Dehydrogenation of n-Paraffin: The fresh and (recycle the detergent
alkylation unit) nC10 to nC13 paraffin are charged to the Pacol reaction section along with
recycle hydrogen. The reactor effluent is charged to a low pressure separator from which
recycle plus a small quantity of net hydrogen is withdrawn. The liquid phase from the
separator is fed to a stripping column. This column serves to remove traces of dissolved
gases and cracked products from the alkylation unit feed.
Detergent Alkylation Process: The mixture of C10-C13 n-Paraffin, olefins and fresh
benzene are combined with recycle benzene and fed to a two stage reactor section. The
reactor effluent passes to separating drums where the acid settle out and is returned to the
reactor. A small drag stream is charged to the HF regenerator from the first stage separating
drum. The regenerator bottoms consisting of very small quantity of polymer is withdrawn
from the bottom of the HF regenerator. The hydrocarbon layer from second setting drum is
heated and charged to the HF stripper. The stripper vapors are combined with the
regenerator vapors, then condensed and recycled to the reactor. The excess benzene is
recycled to the reactor section. The overhead paraffin are recycled to the dehydrogenation
unit. The bottoms flow to the Rerun and Recovery columns, in which the finished LAB is
taken as an overhead cut and heavy alkylate is taken at bottom.
3.1 INTRODUCTION
The basic requirements for this proposal of debottlenecking as well as the expansion
of the CCPP are availability of fuel, water, land and other facilities like road, railhead
and transmission system for power evacuation. The debottlenecking proposal does
not envisage any additional infrastructure facility except augmented power. This
section discusses the requirements, vis-à-vis their availability at the proposed power
station site. The Coal / Petcoke based CCPP will have capacity 3x50 MW and 1x24
MW; necessary infrastructural facilities for the project will be added. Necessary space
provision for augmentation of auxiliary plant and infrastructural facilities has been
considered in the layout. The proposed plant will be located within PMD. The water
demand of the project shall be made available at plant boundary by water allocated to
PMD by MIDC and the Coal / Pet coke requirement would be met by indigenous or
imported sources. The power required for construction will be made available by State
Grid. The start–up and stabilization fuels will be natural gas.
3.2 LAND
The PMD is located within the MIDC allocated area of around 65.6 hectare. The
proposed debottlenecking shall be within the allocated land of MIDC. The MIDC
industrial area notification is attached at Annexure-3. The proposed expansion of
CCPP will be setup within PMD. There is space for CCPP inclusive of space
requirements for temporary storage yard as well. Other areas includes land
requirement of roads, drains / trenches, parking, transmission corridor, are already
available in the existing process plants. Suitable space for locating the Coal / Petcoke
based Cogeneration Plant was examined considering the following:
Clear space availability.
Logistics for Coal / Petcoke supply by trucks from Dharamtar Port
Logistics for Ash disposal
Distance of steam user
Power evacuation
Coal / Petcoke storage area is away from process plants to avoid coal dust
pollution.and maintaining safe distance from flare
The proposed expansion of CCPP will involve Coal / Pet coke for Dharamtar Port near
Alibaug is proposed to be used for unloading and onwards movement of Coal /
Petcoke by trucks for transferring to PMD. It is estimated that about 117 TPH coal
needs to be required for the total power plant 3x50 MW and 1 x24 MW units. Natural
gas will be used only for cold start.
The annual Coal / Petcoke requirement for CCPP is 1 Million Tons / 0.61 Million Tons.
The fuel would be pre-crushed at supply end to (-) 250 mm. The daily coal
requirement with 100% PLF works out to about 2804 MT for the capacity of 3 x 50 MW
and 1 x 24 MW STGs. The limestone requirement for control of SO2 emission when
pet coke is used in the proposed CCPP shall be 0.32 MTPA max. The fuel analysis is
given below;
ENVIRONMENT ASPECTS
4.1 INTRODUCTION
The debottlenecking of the above mentioned plant shall not add any additional
environmental load in the region. The proposed expansion of the CCPP will be
equipped with state-of-the-art pollution control devices to bring down the emission of
pollutants to a level well within statutory norms of the country. The proposed CCPP
will have the CFBC technology which uses lime injection for reduction of SO 2
emissions. This CFBC technology will also result is low NO X emission and the
adequate control mechanisms are in place to control the PM emission which will be
kept within statutory limits at all time.
There will not be any additional stack due to this debottlenecking project. However, the
expansion of CCPP will envisage a new stack of 110 m height to disperse the
emissions adequately
Noise:
The major source of noise generation at shall be from process plants, CCPP, etc, In the
proposed debottlenecking there would be no increase in noise level . In proposed
expansion of CCPP proper precaution will be taken from design of equipment to
installation to keep noise level within prescribed limits.. The STG and other major noise
generating equipment’s will be provided enclosure for noise attenuation to reduce noise
level to 85 d B(A) at 1M distance.
Presently, at RIL-PMD the Noise levels are checked monthly during day time and night
time around the RIL-PMD Complex. The Noise levels are well within the prescribed limits.
The below schematic provides the noise monitoring locations;
Water Pollution:
The proposed debottlenecking project shall not contribute to increase in effluents from
the complex. The present effluents are 5177 M3 / day is treated and disposed to CETP of
MIDC. The Effluent from LAB is treated and recycled as cooling tower make-up. The
effluents from CCPP are mainly;
- DM blow down water of ~ 4.1 m3/hr,
-Cooling tower blow down water of ~ 92 m3/hr,
- Boiler blow down water of ~1.25 m3/hr. (to be used for CT make up)
These wastewater shall be treated in a proposed RO system and will be re-used.
No additional sewage generation is expected from the project except during construction,
which will be treated in the existing ETP along with operating plant effluents as approved
by MPCB. The following description provides the details of the existing wastewater
treatment facility at RIL-PMD complex.
PTA Plant
Equalization: The effluent flow can vary in terms of both quality and quantity. To ensure that
treatment system operates at fairly steady condition, an equalization tank has been provided
to balance the flows from various sections of the plants in the PTA Division. The equalization
tanks are provided with an array of aeration grids and a common blower. Air is blown through
these to keep the tank contents in a homogeneous state. After homogenization in the first
compartment, the mixed effluent flows in the next compartment where it is mixed with
sewage. From here the effluent flows for Anaerobic and Aerobic treatment.
Anaerobic Treatment: The term “anaerobic treatment” implies a treatment process that is
carried out without oxygen. Anaerobic digestion (or fermentation) of organic matter is carried
out by a special mixed group of anaerobic microorganisms (bacteria). During the treatment
process, these microorganisms utilize the organic matter contained in the raw waste water as
a source of food and energy. As a result of their normal growth cycle, the micro-organisms
convert organic matter to a gaseous by- product called biogas and a small amount of new
cell mass.
In general terms, anaerobic digestion may be viewed as a three step process involving:
Hydrolysis
Acid formation
Methane formation.
During the hydrolysis the insoluble organic matter is made soluble. Hydrolysis is carried
out by enzymes secreted from the micro-organisms (i.e. extra cellular enzymes) and
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enzymes released from the micro-organisms upon death (i.e. intracellular enzymes).
These enzymes dissolve solid organic waste water particles so that bacteria can use
them as food. After the organic matter is made soluble, it becomes available as food for
the micro-organism in the next step.
The second step in anaerobic digestion is acid formation. Here , the soluble complex
organic ( i.e. cellulose , starches , proteins , fats and carbohydrates) is broken down bio
chemically into less complex organic matter ( i.e. sugars , amino acids and long – chain
volatile acids). These intermediate products are subsequently broken down further into
simple organic matter (i.e. short chain volatile acids- mainly acetic acid and propionic
acids). The micro-organisms which accomplish this breakdown of organic matter to
volatile acids are known as acid formers or acidogens.
The third step in anaerobic digestion is methane formation, which is carried out by
anaerobic microorganisms known as methane or methanogens. The methane formers
convert the volatile acids produced in the formation step into mainly methane (CH4) and
carbon dioxide (CO2). The methanogens depend upon the acidogens to supply volatile
acids so that they may produce CH4 and CO2 (i.e. bio-gas). The anaerobic digestion
steps occur simultaneously in the reactor as the acidogens and methanogens exist as a
mixed population in the reactor, environmental conditions for the most efficient operation
must be favourable to both. When balanced biological activity exists between the
acidigens and methanogens, the volatile acids produced during the acid formation step
are converted as rapidly as they are produced into biogas.
Aerobic system: The aerobic system consists of a two stage biological treatment. The
waste water from anaerobic treatment is routed through v-notch flow to first stage aeration
tank, where part of the suspended solids, dissolved organic solids etc. are subjected to
biological treatment by Activated Sludge Process. Aeration tank –I has been provided with
4 nos. surface aerators and Diffusers. The surface aerators and diffused aeration ensure
that the biomass in the tank remains in suspension and is uniformly distributed throughout
the tank volume for optimum stabilization of the effluent. Provision is made for the addition
of nutrients like urea and Di-ammonium phosphate which are required to ensure healthy
growth of the microbial mass in Aeration tank- I & II.
The wastewater overflowing from aeration tank-I is in partially stablised form. It contains
flocs of bio-mass that have to be separated. This is done in Secondary Clarifier –I. Part of
the Clarifier-I under- flow is pumped through the sludge conditioning tank and thickener
for the final disposal on sludge drying beds after de- watering through belt press filter.
The clarifier –I overflow passes to the second stage aeration tank-II along with the
overflow from Anaerobic System.
The Aeration tank-II is also provided with 3 surface aerators and Diffusers. The
wastewater overflowing from aeration tank-II is in a stabilized form. It contains floc and
bio-mass which are separated in Secondary clarifier-II . Part of the clarifier –II under flow
is pumped back to aeration tank-II as seed material. The excess sludge is pumped
through sludge conditioning tank and thickener for final disposal on sludge drying beds
after de-watering through belt press filter. The Clarifier –II overflow passes to the effluent
sump where boiler blow down, cooling tower blow down and DM plant regeneration waste
water are also discharged. The tank is also provided with a polishing surface aerator to
increase the residual oxygen level of the treated effluent before discharge into the
Common Effluent Treatment Plant.
RAW
EFFLUENT FLASH DISSOLVED AIR
MIXER A FLOTATION
& FIRST
CAVITATION AIR AERATION TANK CLARIFIER
FLOATATION
HOLD TANK
FLOCCULATOR A
FLASH
MIXER B
HIGH
PRESSURE
TANK
FLOCCULATOR B
POLISHER
FINAL
CLARIFIER
TO SLUDGE
TO COOLING DRYING BEDS
TOWER
CHLORINE DI OXIDE DOSING
Ozone/CHLORINE CONTACT
ACF DMF TANK
b) Coagulation and Flocculation: Effluent from the Holding Tank is pumped to the Flash Mixer
cum Flocculator A. Alum and Polyelectrolyte is dosed for coagulation and flocculation of the
colloidal impurities and for de-emulsification of emulsified oils in the Flash Mixer. A screen
type mechanical agitator is provided to ensure uniform mixing in the Flocculator Tank.
c) Dissolved Air Floatation (DAF): Effluent from the Flocculation tank overflows into the DAF
system. This system is designed to remove the oil and suspended solids from the effluent. In
this system the dispersion water, the water in which air is dissolved at high pressure, is
released at atmospheric pressure at the inlet of floatation tank so the air comes out of the
solution in the form of small bubbles which attaches themselves to the particles in the effluent
and carry them to the surface. Dispersion water is obtained by pumping water from the level
tank through a high pressure pump to an ejector where water is mixed with air supplied by a
compressor. Any solids in the water which fall to the bottom of the tank can be removed
through a drain valve. Scrapers are situated on top of the floatation tank to remove the solids
floating on the liquid surface. The clear liquid passes through a central pipe, into the Aeration
Tank.
Secondary Treatment- Activated Sludge Process (ASP): Aeration Tank and Secondary
Clarifier together constitute the Activated Sludge Process. This process is a continuously
mixed reactor (CSTR) - a biological treatment system characterized by a suspension of
aerobic micro-organisms, maintained in a relatively homogeneous state. The overflow from
the DAF enters the Aeration Tank. Aeration Tank uses mechanical surface aerators (five in
no., 50 HP each) which induce O2 transfer from the air to the effluent and at the same time
maintain the aerobic bacterial culture in suspension. The Aeration tank also has an online
Dissolved Oxygen Meter (DO meter). From the Aeration Tank the effluent enters the
Secondary Clarifier. The sludge is removed periodically (blow down) once in a day and sent
for drying. While the clarified outlet goes for tertiary treatment, the bottom sludge is
continuously under recirculation to maintain desired MLSS (Mixed Liquor Suspended Solids)
in the aeration tanks.
Tertiary Treatment
Polishing: The clear overflow from secondary clarifier is collected in a polishing tank, from
where it is pumped to flash mixer B. In flash mixer again Alum and Polyelectrolyte (PE) is
dosed into the water. The Flash Mixer B is connected to Flocculator B. The effluent from
flocculation tank flows into the Final Clarifier. The sludge generated is separated in the Final
Clarifier.
Chlorination: The clear overflow from clarifier flows to a Chlorine Contact Tank ( CCT).
Chlorine is bubbled in the mixing chamber of Chlorine contact tank for disinfection and
Filtration: After CCT, Filter feed pumps are used to pump the effluent to Dual Media Filter
(DMF) followed by Activated Carbon Filter (ACF). Sand and Anthracite are used as the filter
media in the DMF. In DMF suspended solids are separated from water. In ACF, activated
carbon is used for adsorption of the impurities, especially residual chlorine, oil and grease is
removed. The Filter Backwash is recirculated back into the Equalization Tank. The treated
effluent is used as make-up water for Cooling Towers and for gardening.
PROJECT IMPLEMENTATION
The proposed coal/pet coke based power plant for installation would consist of the
following major equipments:-
a. Three Steam Generators, along with all ancillaries and auxiliaries, main stack
and all duct work, damper, chimney, suction air filters, silencers etc., along with
controls and instrumentation, suitable for base load operation with coal as the
main fuel.
b. Three (3) Steam Turbine Generator sets with deaerator & feed heating
equipment, steam condenser, CEP and feed water pumps with all piping
systems.
c. Other auxiliary systems and major equipment needed for the project:-
Coal/petcoke Handling System.
Ash Handling System.
Cooling Water System.
Fire Fighting Augmentation.
Natural gas System
AC & Ventilation System
Electrical Distribution System
Step-up & Aux. Transformers
Illumination & Inter communication System
Civil construction, mechanical and electrical erection services
5.4.2 Co-ordination
Regular meetings would be held at site among the representatives of the Contractors,
the Consultants and the Engineers of Projects Department to review the progress of
each activity. At these meetings, slippages in progress would be identified and
corrective measures shall be taken. The problems arising out of site and material
constraints would be promptly sorted out. The meetings would also be attended to by
5.4.3 Reporting
Various reports would be generated in regard to the physical and financial progress of
the project on monthly, quarterly and yearly basis for forwarding to the various
Government Departments, Financial Institutions as well as for internal use. Daily
progress of the major items of work, along with their weekly/ monthly targets, would be
reported to the project head. The progress measurement system and weighting
according to various activities will be mutually decided and agreed based on the
Consultant’s proposal.
6.1 GENERAL
In order to control and regulate the development of proposed project the legal frame
work developed by Government of India shall be followed. Accordingly, several
clearances and approvals shall be required to be obtained from different Government
and Statutory Agencies at various stages of development and operation at phase of
the project. Indicative list of Approvals / clearances to be obtained from Govt.
Authorities for this project are as below:
The proposed debottlenecking process will be carried out at a capex of Rs. 340 Crs. for PTA
plant and 200 Crs. for LAB plant. The capex for the CCPP is envisaged at Rs. 1250 Crs.
Therefore, the total Capex envisaged for this proposed project is Rs. 1790 Crs.
Brief Technical Features of 3x50 MW and 1x24 MW Captive Cogen Power Plant (CCPP)
at RIL Patalganga and Efficiency improvement of the existing Gas turbines from 24MW
to 33MW.
Reliance Industries limited intends to put up a coal based 3x50 MW & 1x24 MW Captive
Cogeneration Power Plant (CCPP) to cater to the power and process steam requirement of
their existing two units of PTA plant and Polyester plant and Efficiency Improvement initiative
for existing Gas Turbines (2x 24MW) to increase the power output to 33 MW (Each).These
two units of the Petrochemical Plant complex are located at Patalganga near Mumbai. The
project shall comprise 4x250 TPH high pressure boilers and 3x50MW & 1 x 24 MW steam
Turbine with associated auxiliary systems such as, condensers, CW system (Cooling
Towers, C.W. Pumps, Auxiliary C.W. Pumps), Effluent Treatment Plant (ETP), Electrical
Distribution System, Instrumentation & Control system, Inter connection of H.P. steam supply
header of STGs, Deaerators, Boiler Feed Water Pumps, ESP, multiflue chimney, Electrical
distribution system, Instrumentation & control system, steam supply piping and pipe cum
cable rack up to the interconnection of existing process steam header. Other utilities such as
DMW, compressed air (I.A. & S.A.), C.W. F.W. (Filtered Water) and water for hydrants of fire
protection system shall be tapped from the existing plant. Other utilities such as compressed
air (I.A. & S.A.), C.W. F.W. and water for hydrants of fire protection system shall be tapped
from the existing plant.
The brief technical features of various equipments for Mechanical, Electrical Systems are as
follow:
1.0.0 Mechanical
1.1.0 Boilers: CFBC boilers, 4x250 TPH, Each boiler shall be operating at 110.0 kg/cm2g
pressure and temperature of 520 +/- 5 degree C at the superheater outlet. Normally
these boilers shall be operating on imported coal. However, these boilers shall be
capable of operating on petcoke as well. Various Draught Fans (ID, SA and PA) for
the Boilers shall be provided with VFDs. These Fans shall be 2x50% capacity with
20% margin on flow and 44% margin on head for each Boiler. Natural Gas (NG) at 5.0
kg/cm2g shall be provided for the boiler start up and for drying of lime stone. Suitable
HP and LP chemical dosing systems shall be provided.
1.2.0 ESP: Particulate matter in flue gas at outlet of each ESP with one field out of service
at BMCR shall be </= 50mg/Nm3.
1.3.0 Chimney: One (1) RCC multiflue chimney common for all three boilers in Phase-1. The
height of the chimney shall be minimum 110 m considering worst fuel (Petcoke with
high sulphur content) as per MOEF norms. Sox level shall be limited to </= 400 ppm
and NOx level shall be limited to </= 100 ppm.
1.4.0 De aerators: 2x375 TPH Spray cum tray type. Shell and head of boiler quality material
and trays of SS-304 material. Deaerator storage tank shall have minimum 10 minute
storage (between maximum and minimum water levels) at BMCR + return condensate
1.5.0 BFW Pumps with Hydraulic couplings: 5x100% capacity BFW Pumps (4W +1S) and
1x100% capacity BFW Pump (1W).
1.6.0 Feed Control Stations: 2x100% with 1x30% capacity feed control stations at inlet to
the boilers shall be provided.
ii) Independent fire detection and protection system for coal stockyard area shall be
provided consisting of Fire Water cum Raw water storage Tank, Motor operated
and diesel engine operated Fire water Pumps, Jockey Pumps, Fire hydrants and
Fire detection system.
1.14.0 Condensate Polishing Unit (CPU): CPU shall be added to treat hot and cold process
condensate return from the process plant. This unit shall consist 1 (one) Condensate Storage
Tank (180 m3 capacity), Plate type heat exchangers, CPU and condensate transfer pumps.
1.16.0 Steam Condenser-Horizontal water cooled shell & tube type two pass condenser with
2 minutes hot well storage capacity and condenser exhaust pressure of 76mm Hg
shall be provided with Condenser shell of boiler quality plates and Tubes of SS -304.
1.17.0 Condenser air extraction system consisting of 2x100% steam air ejectors and 1x100%
Hogging ejector shall be provided.
1.18.0 Condensate extraction Pumps-2x100% pumps per unit, vertical, mixed flow,
centrifugal design, can type with mechanical sealing arrangement shall be provided.
Capacity shall be based on maximum steam flow at turbine exhaust during VWO
operation and drains with 3% makeup and 10% margin.
1.19.0 LP Feed Water Heaters-2nos. LP feed water heaters (shell & tube type) for each unit
with C.S. Shell and SS -304 Tubes shall be provided.
Reliance Industries Limited Page 34
1.20.0 HP Feed Water Heaters have not been envisaged since BFW Pumps are located quite
far away (~ 500m away) in the Boilers area.
1.21.0 Cooling Tower (CT): One Induced draft, counter flow type, Cooling Tower shall be
provided, common for two units. The Cooling Tower shall have Six (6) cells (with back
to back arrangement), with a range of 9.0 degree C and approach of 4.5 degree C.
The Cooling Tower shall be provided along with suitable flow control valve in the inlet
make up water line and level switches in the CT basin.
1.22.0 CW and ACW Pumps and piping: Five (8) CW pumps (7W + 1S) and three (5) ACW
Pumps (4W +1S) shall be provided for both units along with the buried CW piping
system.
1.23.0 Side Stream Filters (SSFs): Two (2) (1W +1S) SSFs shall be provided, each sized for
3% of Total CW and ACW flow.
1.24.0 Potable water system: Three (3) Sintax Tanks each of 5 m3 capacity shall be provided
one each in STG area, Boiler area and in Coal Stockyard area - along with the
distribution piping.
1.25.0 Existing Gas Turbines are site rated to 24MW capacity based on the de-rating of Gas
turbines to local Ambient Conditions and Aging/Fouling of the Compressors, by
replacing some of the Parts of the Gas turbines and Changing the control System
software it is possible to increase the capacity of the Gas turbines from 24MW each to
33 MW each.
Power generated from the 1x24 MW & 3x50 MW units will be hooked up to
extended feeders of existing 22kV ENC switchgear. Further evacuation of
power will be through existing 22kV feeders from the same switchgear to
various process plant equipments. The auxiliary power required for the 1x24
MW & 3x50 MW power plant will be derived from same 22kV ENC switchgear
along with necessary step down transformers and associated 6.6kV and 415V
switchgears.
Power generated, from the Co gen-CPP, is evacuated through HT cables on the
pipe rack. Also the system will be connected through suitable step up
transformer to the existing 100KV system or 220KV system as per the grid
requirement..