Design and Construction
Overview of the Biggest Coal
Fired Power Plant in Thailand(BLCP Power Plant),
Developed by Private
Companies as IPP Business
EISUKE ASADA*1
KOICHIRO HONDA*1

ITSUO KOUHARA*1
TAKESHI WATANABE* 1
HIROTAKE KAWASHIMA*2

In Thailand, private IPP (Independent Power Producers) businesses are increasing and booming. Mitsubishi
Heavy Industries, Ltd. (MHI) received under Mitsubishi Corporation an order from BLCP Power Limited for a power
plant which will be Thailand's first large scale bituminous coal-fired power plant on a full turn-key (FTK) basis toconduct Engineering, Procurement and supply of equipment, and Construction including civil work. In this report,
we would like to introduce our valuable experiences which successfully contributed to the accelerated completion of
the project, jointly accomplished with the Owner. The report also includes various counter measures and considerations for IPP project which are not usually encountered in power plants for governments or authorities.

bituminous coal-fired power plant on a full turn-key(FTK) basis to conduct Engineering, Procurement andsupply of equipment, and Construction including civilwork.

1. Introduction
Thailand, after overcoming the legacy of the fastest currency crisis in Southeast Asia, has maintained
very steady economic growth by making the use ofpolitical stability, a plentiful labor force and the introduction of proactive foreign capital. The demandfor electricity has shown steady growth along witheconomic growth and in addition to the developmentof facilities by the government-run public electricity
corporation, private IPPs (Independent Power Producers) have become active. Mitsubishi Heavy
Industries, Ltd. (MHI) received under Mitsubishi Corporation an order from BLCP Power Limited for a
power plant which will be Thailand's first large scale

2. Project overview
The BLCP power plant is situated in the Map Ta Phut
Industrial Estate which is located in Rayong Province
in the southeast of Thailand. It takes about two and ahalf hours by car from the capital city Bangkok. The
construction site is located on reclaimed land 3 km awayfrom the eastern coastline of Map Ta Phut Port and issurrounded by sea, considering the entry of large coalships. Figure 1 shows the BLCP power plant construction site and Fig. 2 is an overview of the power plant.

BangkokCambodia

Vietnam

BLCP power plantFig. 1 Construction site of BLCP power plantFig. 2 Overview of the power plant

Mitsubishi Heavy Industries, Ltd.
Technical Review Vol. 44 No. 4 (Dec. 2007)*1 Nagasaki Shipyard & Machinery Works*2 Power Systems Headquarters

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Table 1 Major specifications of plant
Equipment

Specification
717 MW (at Generator terminal)
16.7 MPa (a) x 538oC(Turbine inlet)
Coal (Bituminous coal), Diesel oil (for start-up)
Seawater cooling system

Rated output
Steam condition
Fuel
Cooling system
Condenser vacuum

Plant

Feed water heater

0.006931MPa (a)8 stages (LP: 4 stages + deaerator + HP: 3 stages)

Watertreatment system

Low-phosphate treatment

BoilerType

Pulverized coal fired, forced circulation, single drum,
radiant reheat type boiler(Maximum Continuous Rating: 2285 t/h)

TurbineType

Tandem-compound quadruple exhaust flow reheat
regenerating condensing turbine
3000 min-1, 35.4 inch last stage blade
Water cooled generator

Type
Generator

Capacity

Substation

Excitation system
Type

Coal handling system

TypeElectrostatic Precipitator

Type

Fixed electrode system

Ash handling system

Type

Fly ash: vacuum transportation,
Bottom ash: conveyor transportation

Flue Gas Desulfurization
systemType

844 MVA
Brushless excitation system
GIS (Gas Insulated Switchgear)
Complete coal unloading facility, coal storage andtransport system and conveyor system

Seawater desulfurization systemsystem. Tables 1 and 2 show the specifications of the major systems and the environmental limitations respectively.

Table 2 Environmental limitations (at the stack outlet)
Environmental limitations(7 % O2 , Dry, 1atm, 25 deg. C)

Item
Nitrogen oxides (NOx)

(ppm)

241

Sulfur dioxides (SO2)

(ppm)

262

(ppm)

94

(mg/m3)43

Carbon monoxide (CO)Dust

3. Outline of major power generating installation
3.1 Boiler
The boilers are forced circulation, exclusively coal-firing boilers designed and manufactured based on MHI's
previous long experience. Performance-based design isadopted for the furnace and layout of the heat transfer
surface fitting for the bituminous coal, while burner tilt
mechanism to adjust the steam temperature is also installed to cope with the heat absorption differences in
the furnace caused by the variation of coal properties.
For the combustion facility, Mitsubishi vertical pulverizer fitted with MRS (Mitsubishi Rotary Separator),
having good separation performance and high-fineness,is adopted. The CUF (Circular Ultra Firing) burner isselected and located in each corner of the furnace wall,
which provides effective utilization of circular firing characteristics in the entire furnace. Figure 3 shows a sideview of the boiler.
Further, as an environmental measure, A-PM (Advanced-Pollution Minimum) burner with a good trackrecord as a pulverized coal-firing burner, is adopted
together with the in-furnace NOx reduction system (AMACT), enabling low NOx operation for a wide rangeof coal properties. During the performance test, goodboiler efficiency result was confirmed, which is higher
than the design value.

The power plant consists of two coal fired conventional plants, each composed of Boiler, Steam turbine,and Generator. The rated output per plant is 717 MW
and the total power generation capacity of the two plants
amounts to 1,434 MW. The coal used as fuel is bituminous coals produced in Australia and Indonesia, while
diesel oil is used as the start-up fuel. MHI supplied all
the equipment relating to power generation including
the major BOP systems such as Coal unloading pier, Coal
handling system, Electrostatic Precipitator, Ash handlingsystem, and Flue Gas Desulfurization system and also
ancillary facilities such as Water treatment system,
Waste water treatment system, Circulating water system, and Ventilation and Air Conditioning system andFire fighting systems.
In the design stage, 3D-CAD was employed for all thepower plant systems including those above. In addition,
the integrated control of the layout plan, detailed engineering, and interference checks were implemented not
only for the power generation system but also for the BOP

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Fig. 4 Cross section of steam turbine

Fig. 5 Cross section of generator
Fig. 3 Side view of boiler

4. Characteristics of project3.2 Steam turbine
The turbine has a rated output of 717 MW and is thetandem compound type with a high-pressure (HP) / intermediate-pressure (IP) turbine casing and two low-pressure(LP) turbine casings connected by one shaft. The HP turbine and IP turbine are combined into one casing. The HP
turbine is of single-flow design, consisting of one control
stage and nine reaction stages. The IP turbine is also of
single-flow design consisting of seven reaction stages, andarranged opposite to the HP turbine. The LP turbine is of
double-flow, where each flow consists of seven reaction
stages including the 35.4 inch ISB (Integral Shroud Blade)
last stage blades. Figure 4 shows a cross-sectional viewof the turbine. The performance improvement is attained
through the utilization of advanced fully three-dimensional designed reaction blades for all the reaction stages
including the LP turbine last stage.
After operation started, various supervisory data including the shaft vibration were sufficiently lower than theallowable values and stable operation was observed. Further, during the performance test, the turbine achieved
higher levels of efficiency that exceeded the design value.
3.3 Generator
For the type of Generator, a stator water cooling system is adopted to achieve the increased capacity of thegenerators. Figure 5 shows a cross section of the generator. The capacity increase of the generator has been
worked on since the 1980s targeting a tandem type 1,000
MW class generator. In this project, a structure which
had already been verified with the 990 MVA generator
f o r E G AT ( E l e c t r i c i t y G e n e r a t i n g A u t h o r i t y o f
Thailand) (Note 1) is adopted. With regard to operating
performance, it was confirmed from actual loading tests
conducted at the site that the rotor shaft vibration, andcoil temperature rise satisfied their planned values.

4.1 Permits and licenses from Authorities
As for the permits and licenses relating to the construction of infrastructures which tend to be omitted
conventionally in public works in developing countries dueto the governmental operating authority, we were required
to obtain all the Thai legal permits and licenses concerning construction of power plants strictly in accordance withthe respective laws and regulations. Of these, those which
could only be applied for and obtained by the contractor,
such as building permits for the power plant buildings weretotally entrusted to the contractor and MHI also played arole. The application for a building permit to the Industrial Estate Authorities of Thailand ("IEAT") which had
jurisdiction over the power plant site was an important
issue. Its major objective was the establishment of safetyof all structures (including foundations for the equipment)
and buildings to be constructed on the site and no construction work could be started without this formal permit
even after all the design work was completed. The importance of this approval was fully recognized from thestart of the project by us. Dedicated engineers and coordinators were frequently dispatched to Thailand, even
before start of the actual application process, to discusswith the officers with concerned details of the contents of
the application procedure and the drawings and documents to be submitted. Further the fact that the design
process had been scheduled to allow sufficient time before the start of construction and that the engineers andcoordinators were stationed in Thailand to promote communication with the authorities contributed to thesuccessful acquisition of over 80 approvals without causing any essential effect on the work process. Until thecompletion of the construction work, this permit continued to be a major issue of concern for not only the MHI
engineers and those in charge of the work but also all theother concerned parties including the Owner.

Note 1: Currently owned by RGCO (Ratchaburi Electricity
Generating Co., Ltd.)

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Technical Review Vol. 44 No. 4 (Dec. 2007)3

4.2 Environmental Impact Assessment (EIA)As this project was the first large-scale coal fired
power plant in Thailand, a strict Environmental Impact
Assessment (EIA) was introduced to minimize the possible environmental impact on the surrounding areas
caused by the construction and operation of the power
plant. The EIA covered not only conformity with theenvironmental quality standards in Thailand (wastewater, air quality and noise) but also various measures tomitigate the environmental load inherent in a large-scale
thermal coal fired power plant. Some typical examplesof these measures are described below:(1) Compliance with various regulations through the construction period
In order to demonstrate compliance with the EIA
during the construction period, fully implemented air
quality observation inside and outside the site at regular intervals, wastewater quality control andmonitoring, were conducted. Briefing sessions for outline of construction to community residents wasorganized and monitoring results were reported
monthly to a committee established by the municipality. Typical measures implemented within the site
are watering the temporary construction road for dust
suppression, provision of a wheel cleaning system andcontrolling the speed of vehicles shuttling to and fromthe site, and provision of windbreak covers on construction material and equipment and on truck beds.
Also, it was strictly enforced that wastewater generated during construction was first collected into
multiple temporary water sedimentation basins located on the site and, after sedimentation andconfirmation that the wastewater quality met the EIA
standard requirement, it was finally discharged into
Fig. 6the sea (Fig.
6).

the entire area of the coal yard. Through the discuss i o n w i t h t h e O w n e r, H D P E ( H i g h D e n s i t y
PolyEthylene) sheet was laid on the entire area of thecoal yard to prevent rainwater seepage to the soil. Further, to collect rainwater from the coal yard, a coal yard
pond and a specific coal yard wastewater treatment system were constructed. Wastewater after treatment
satisfying standard values in Thailand will be reusedas water spray for the dust suppression at the coal yard.
(3) Measures for dust dispersion in the coal yard
A windbreak fence was built along the entire south
side of the coal yard to prevent dust dispersion fromthe coal yard to the sea or other facilities. Further,by installing a wind meter in the vicinity of the coalyard, automatic control of watering based on the windvelocity was conducted. Implementation of intermittent watering by means of a chemical sprinkler vehicle(polymeric coating material), and compaction using abulldozer for dust dispersal prevention were also conducted. The measures for dust dispersal prevention
in relation to the coal handling facility are use of acovered conveyor, provision of a watering system in
the Transfer towers and Screen house, and provisionof dust collection facilities.
(4) Restrictions on discharge of condenser cooling water
The discharge system is designed based on thesimulation results of "A three-dimensional modelingassessment of the cooling water discharge from thepower plant" attached in the EIA so that the discharge
velocity shall be 1.5 m/s or above in order to preventthe temperature rise more than 3 oC at any point in aradius of 500 m from the discharge point comparing
with the ambient seawater temperature. Further,because of the adoption of the seawater desulfurization system, pH requirement (pH=7.0 or above) was
additionally imposed along with the other general
requirements at the discharge point (residual chloride concentration Cl: less than 1.0 ppm, discharged
seawater temperature: 40 oC or less). The requirementof pH is relatively more stringent than the requirement in the other countries.
4.3 Application of tax exemption system by the Boardof Investment of Thailand (BOI)
In general, a certain amount of custom duty is imposedon the equipment imported into Thailand. In this respect,as this project concerned the construction of public infrastructure, the tax exemption system of the Board of
Investment of Thailand (BOI) was applied. However, thistax exemption benefit is no more than a basic principle
and, in order to avoid the actual imposition of import duties and taxes at Customs, it was necessary for us toestablish a perfect list of every equipment imported, toexplain its non-availability in Thailand, and to obtain theparticular approval of the Board of Investment prior to
first importation of the equipment.

Fig. 6 Sedimentation basin(2) Use of impermeable sheets at the coal yard
In this project, the power plant was constructed
on reclaimed land and the coal yard is located outdoors. Therefore, as it was thought that a large
amount of rainwater falling on the coal yard would
seep underground and finally flow out into the sea,
the EIA specified impermeable sheets laid down over

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Technical Review Vol. 44 No. 4 (Dec. 2007)4

It was extremely difficult to prepare such a perfectlist before the design was completed. As custom duties
and taxes had to be borne by the contractor if the tax
exemption was not contractually approved by thecontractor's act or omission, we tried to establish a work
system with all the necessary details, make the list, andprepared a huge volume of effective explanatory materials for submission to the authorities as soon as theContract was put into effect. The completed list consisted of 2,000 items and the explanatory material wascomposed of 10 large files, each 8 cm thick. It took threefull months for three specialized staff members to complete them. Even after the application, as in the case of
the building permits, a number of explanations had to
be given to the officers concerned. We hired an experienced customs agent to act for us in the application forand acquisition of approval and successfully obtained theright of tax exemption on all the applied items within
two months from application.
4.4 Plan of seawater desulfurization system
This system is characterized by the reuse of a part ofthe cooling water (seawater) from the outlet of the conFigs. 7 & 8 ).
denser as an absorbent for desulfurization (Figs.
This is more advantageous compared with the lime/limestone gypsum process, as there is no need for additional
absorbent or treatment of by-products, simplifying equipment and reducing the operating power consumption.
However, the desulfurization performance largely depends on the seawater quality and therefore determining

the seawater quality became one of the most importanttasks for the design conditions. For this project, periodic analyses of the seawater in the surrounding oceanarea took place through a year and the fluctuation rangesof the major parameters (alkalinity, pH, temperature)that affect the desulfurization performance were defined.
The major equipment of the system consists of Absorber,
BUF (Boost Up Fan), Seawater pump for desulfurization, Seawater treatment system and Oxidization system.
For the exhaust gas, by adopting a partial desulfurization system (70% desulfurization, 30% bypassed), the fluegas temperature could increase more than EIA guideline by mixing with untreated flue gas and treated fluegas at the FGD outlet, satisfying SO 2 limitation. For
the seawater system, approximately 20% of the seawater from the exit of the condenser is taken by Seawater
pump and is fed into the absorber to be used for the desulfurization process in the absorber. As the seawater at
the absorber exit had a low pH, it shall be aerated throughthe Seawater treatment system by oxidization and to recover the pH level to satisfy the EIA standard value(pH=7.0 or above). The system and equipment specifications were determined after various tests and simulations
were conducted by the MHI Research and Development
Center and other external research institutes.
4.5 Design and construction of coal unloading pier
(1) Design of pier (mooring conditions in considerationof heavy storms)
The coal carriers to be moored are Cape-size vessels (170,000 DWT, DWT: dead weight tons) andPanamax-size vessels (70,000 DWT). In the event ofheavy storms, they are not usually moored at the pierbut are evacuated offshore. However, due to insufficient depth of the navigation channel, the vessels are
to approach the pier during high tide and moored at
the specified berthing place which is dredged 2 m
deeper than the navigation channel. Therefore, indesigning the pier it was necessary for us to include
the maximum design wind velocity and the specified
waves in discussing the mooring draft conditions, assuming a situation where a coal carrier would

Fig. 7 Seawater desulfurization system (absorber)

Seawater fromcondenser outlet

Seawaterdesulfurization system

Exhaust gas(EP outlet)

To the stackOxidizing air
AbsorberOxidizing air

Seawatertreatment
system

To the outfall

Fig. 8 Seawater desulfurization system (system flow diagram)

Fig. 9 Coal unloading pierMitsubishi Heavy Industries, Ltd.
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encounter heavy storms during low tide and not beable to be moved offshore because of its deep draft.
Normally, the maximum design wind velocity in a caselike this is taken into consideration when designinga pier without a vessel moored. The wind velocity
with rather high occurrence frequency (1/3 to 1/2 ofthe maximum design wind velocity) is used as thedesign wind velocity when a vessel is moored. Accordingly, the strength of this pier is substantiallyhigher than that of others. Further study for simulating the dynamic behavior of moored vessel at berthin the above heavy storm conditions was conducted
to evaluate safety during mooring and the stability ofthe pier structure.
(2) Construction of the pierThe pier has a concrete deck (30 m W x 346 m L )and a mooring dolphin supported by 326 steel pipe
piles including battered piles, for which hardly any
piling work could be performed during the summer
monsoon season especially from July to September.
In order to catch up with the construction schedule,
we increased the number of piling vessels and introduced hollow precast concrete (PC) slabs as forms withthe strength to support the concrete weight before theconcrete hardened as a permanent part of the concrete deck section, thus having eliminated the timerequired for setting and removing the forms and shorings that would have been otherwise required in theconventional method. Further for the construction of
the 60 m long trestle roadway connecting the plantsite and the pier, large PC girders were prefabricated,
carried onto and installed at the place. This contributed to an extensive reduction of the construction
period in comparison with the usual case of cast-in
place concrete.
(3) Environmental measures
In order to prevent coal dust discharge (conveyor
and transfer tower) to the sea through the rain water, drain pits with sedimentation pit are provided on
the pier. A large amount of rainwater drainage aroundthe pier is first collected in the drain pits on the pier,then pumped up to the Coal yard pond in the coalyard, and finally treated in the Coal yard wastewater
treatment system.
4.6 Local procurement management
In this project, since most of the equipment was procured in Thailand, a local procurement office was built
in Thailand to conduct the process from placing orders
to shipment of products smoothly. Experienced staff inmaterial procurement design and quality control was
employed in the office managed by the Vender Controller (VC). Also to improve the data transmission speed
between Japan and the local procurement office and to
improve the efficiency of procurement work in the office, special procurement system (FTK project support

system) was developed through the Internet.
The local procurement office played a significant role
throughout the construction period, which not only worked
on delivery date control and management so that necessary materials could be obtained in time but also enabled
prompt responses and quick material supply in the eventof problems through the network of Thai suppliers which
has been established by the VC. These efforts minimized
the loss of schedule and cost, contributing greatly to maintaining the construction schedule.
4.7 Utilization of specialized local staff
Along with the expansion in functions of the local procurement office such as procurement control, document
control (drawings and correspondence), personnel andlabor control, and IT control (development, modificationand maintenance of the document transfer system andvarious IT tools), the local staff working in the office had
to naturally develop their ability from generalist to specialist. In this project, through the local works and theallocation of people in charge who were experienced ineach field, efficient site works and services could be successfully facilitated.

5. Outline of construction work
As this project has a number of large equipment andsystems, minimizing the assembling work on site was
the most important key to shortening the construction
schedule. Considering the efficiency and limitations ofmarine and inland transportation, each piece of equipment was maximized in knockdown size before shipment.
Also, some of the equipment was preassembled at the
ground level at construction site and lifted into place bya large crane.
As for local contractors of civil construction, considering that the construction work was large scale, twocivil constructors are selected dividing the work into land
construction work and sea construction work (coal unloading pier). The land construction work was awarded
to Thai Nishimatsu Construction Co., Ltd. (TNC) whose
subcontractors are two leading contractors in Thailand,Sino-Thai Engineering & Construction (STECON) and
Italian-Thai Development (ITD) as well as a few othersmall-scale construction companies. Meanwhile, the sea
construction work (coal unloading pier) was awarded to
Toa Corporation (TOA) which had experiences in marine
construction work with ITD as its subcontractor. The
total amount of concrete for the land and sea construction work was 170,000 m3.
As for the mechanical installation and electrical instrumentation work, Thai Jurong Engineering (TJEL)
was selected as the local contractor, which could deal
with all of the machinery, instrumentation and electric
works. The total weights involved were 70,000 tons ofmechanical equipment and 1,400 tons of electric equipment, and the total cable length was 1,960 km.
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In Thailand, since there are a few contractors whoare experts in the installation of coal fired power plants,
a detailed installation instruction manual was necessary and prepared as a back-up support tool for
construction work. This is referred to internally as"HEITAN (strategic logistic services)" activities. This
instruction manual contained drawing numbers, drawing names, part numbers, part names, part quantities,
and their weights which are necessary for the installation of each system. Thus, even if the person in charge
was inexperienced in the system during the installation work, they could smoothly carry out the
preparatory work (drawings, parts, tools, heavy equipment, workers, etc.) and could utilize this manual whengiving installation instructions on site. Although it took
a long time to prepare this instruction manual, it was
highly regarded by those involved during the construction work and contributed effectively to the eliminationof confusion and delays, and the observance of the quality and construction schedule.
For commissioning, the total period from Initial firing to Steam admission, Synchronization and final Turnover is 6 months. Since this period is relatively shortfor a 700 MW power station, commissioning staff participated in the design section from the early stages ofthe project to learn about the basic plan, design and operation concept of the plant and their requests andpropositions in terms of commissioning activity was also
fed back into the system design. Thus, mutual collaboration was established between the engineers andcommissioning staffs, contributing to the realization ofan efficient and trouble-free commissioning resulting inan accelerated completion of the project.
Further with regard to the Owner training, this was
conducted at the same time as commissioning, providing comprehensive systematic instructions. The training
program is established based on our extensive experiences with a complete review of not only the major
machinery such as the Boiler and Turbine supplied byus but also other various equipment and systems supplied by different manufacturers.

6. Conclusion
In this project, our efforts were focused not only on
overcoming the various problems and characteristics mentioned in Section 4 but also on promoting the"Implementation of visual control management for eachactivity." This was achieved by the establishment of ourunique Project Management Tools (PMT) which were originally developed with the aim of the smooth managementof overseas FTK projects, based on the lessons learned
from large scale FTK projects. This enables us to conduct
integrated management of the various tasks, such as
Schedule control management, Drawing submission management, Outstanding issues management, Quality
control management, Procurement management, and Risk
management. The total number of each PMT established
for this project is more than 30. These PMTs were constantly subject to review at appropriate times under theslogan of "more user-friendly and more effective" andthanks to the efforts of the people concerned, finally became a truly useful project management tool. Accordingly,
we achieved good results especially for the risk management and delivery schedule management of equipment
and systems which have been important issues for many
years, contributing to the success of this project.
Finally, we would like to express our sincere gratitude to the Owner and all the parties involved in thisproject for their hard work which led to the successful
completion of this project.

Eisuke Asada

Itsuo Kouhara

Takeshi Watanabe

Hirotake Kawashima

Koichiro Honda

Mitsubishi Heavy Industries, Ltd.
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