- •MODERN
- •POWER STATION PRACTICE
- •PERGAMON PRESS
- •Contents
- •Foreword
- •G. A. W. Blackman, CBE, FEng
- •Preface
- •Chapters 1 and 2
- •Chapter 3
- •Contents of All Volumes
- •CHAPTER 1
- •Power station siting and site layout
- •1 Planning for new power stations
- •1.1 Introduction
- •1.2 Capacity considerations
- •1.3 Economic considerations
- •1.4 Future requirement predictions
- •1.5 System planning studies
- •1.6 Authority to build a new power station
- •2 Site selection and investigation
- •2.1 Basic site requirements
- •2.3 Detailed site investigation
- •2.4 Environmental considerations
- •2.5 Site selection
- •3 Site layout — thermal power stations
- •3.1 General
- •3.2 Foundations
- •3.3 Site and station levels
- •3.4 Main buildings and orientation
- •3.5 Ancillary buildings
- •3.6 Main access and on-site roads
- •3.7 Station operation considerations
- •3.8 Cooling water system
- •3.9 Fuel supplies and storage
- •3.10 Ash and dust disposal
- •3.11 Flue gas desulphurisation plant materials
- •3.12 Transmission requirements
- •3.13 Construction requirements
- •3.14 Amenity considerations
- •3.15 Typical site layouts
- •4 Pumped storage
- •4.1 Introduction.
- •4.2 Suitable topology
- •4.3 Ground conditions
- •4.4 Site capacity
- •4.5 System and transmission requirements
- •4.7 Heavy load access
- •4.9 Environmental impact
- •5 Gas turbines
- •5.1 Introduction
- •5.2 The role of gas turbines
- •4.7 Heavy load access
- •Station design and layout
- •1 Introduction
- •2.1 Fossil-fired stations
- •2.2 Nuclear stations
- •2.3 Hydro-electric and pumped storage stations
- •2.4 Gas turbine stations
- •3 Future development options
- •3.1 Fossil-fired plant
- •3.2 Nuclear stations
- •3.3 Combined cycle gas turbines
- •3.4 Wind power
- •3.5 Tidal power
- •3.6 Geothermal energy
- •3.7 Combined heat and power
- •4 Station design concepts
- •4.1 Basic considerations
- •4.2 Design objectives
- •5 Plant operation
- •6 Station layout
- •6.1 General
- •6.2 Main plant orientation
- •6.3 Layout conventions
- •.7 Turbine-generator systems
- •7.1 Feedheating plant
- •7.2 Condenser and auxiliary plant
- •7.3 Erection and maintenance
- •8 Boiler systems
- •8.1 Pulverised fuel system
- •8.2 Draught system
- •8.3 Oil firing system
- •8.4 Boiler fittings
- •8.5 Dust extraction plant
- •8.6 Flue gas desulphurisation plant
- •9 Main steam pipework
- •10 Low pressure pipework and valves
- •11 Water storage tanks
- •12 Cranes
- •13 Fire protection
- •13.1 Introduction
- •13.2 Prevention of fires
- •13.3 Limiting the consequences of a fire
- •13.4 Reducing the severity of fires
- •14 Electrical plant layout
- •14.1 Introduction
- •14.2 Auxiliary switchgear
- •14.3 Turbine-generator auxiliaries
- •14.4 Main connections
- •14.5 Transformers
- •14.6 Cables
- •14.7 Batteries and charging equipment
- •14.8 Control rooms
- •15 Heating, ventilation and air conditioning
- •15.1 Introduction
- •15.2 Ventilation of nuclear stations
- •15.3 Smoke and fire control
- •15.4 General layout of HVAC plant
- •16 Air services
- •17 Water treatment plant
- •18 Cooling water plant
- •18.1 General design considerations
- •18.2 Cooling water pumphouse
- •18.3 Main cooling water pumps
- •18.4 Screening plant
- •18.5 Pump discharge valves
- •18.6 Section valves
- •18.7 Discharge pipework
- •18.8 Auxiliary systems
- •19 Chlorination plant
- •20 Coal handling plant
- •20.2 Water-borne reception and discharging
- •20.3 Road-borne reception and discharging
- •20.4 Coal storage
- •20.5 Conveyance from unloading point to station bunkers or coal store
- •20.6 Plant control
- •21 Ash and dust handling plant
- •21.1 Ash handling plant
- •21.2 Dust handling plant
- •21.3 Ash and dust disposal
- •22 Auxiliary boilers
- •23 Gas generation and storage
- •23.1 Hydrogen
- •23.2 Carbon dioxide
- •23.3 Nitrogen
- •23.4 Miscellaneous gases
- •24 Pumped storage plant
- •24.1 Hydraulic machines
- •24.2 Generator-motors
- •24.3 Main inlet valves
- •24.4 Draft tube valves
- •24.5 Gates
- •24.6 High integrity pipework
- •25 Gas turbine plant
- •25.1 Introduction
- •25.2 Operational requirements
- •25.3 Aero-engine-derivative gas turbines
- •25.4 Industrial gas turbines
- •25.5 Gas turbine power station layout
- •26 References
- •CHAPTER 3
- •Civil engineering and building works
- •Introduction
- •2 Geotechnical investigations
- •2.1 General and desk studies
- •2.2 Geophysical investigations
- •2.3 Trial excavations and boreholes
- •2.3 Trial excavations and boreholes
- •2.4 In-situ tests
- •2.5 Groundwater investigations
- •2.6 Ground description and classification
- •2.7 Laboratory tests
- •2.8 Factual reports
- •2.9 Interpretation of site investigations
- •3 Seismic hazard assessment
- •3.1 Geology
- •3.2 Earthquakes
- •3.3 Crustal dynamics
- •3.4 Ground motion hazard
- •3.5 Ground rupture hazard
- •4 Types of foundations
- •4.1 Isolated column foundations
- •4.2 Strip foundations
- •4.5 Piled foundations
- •4.5 Piled foundations
- •4.6 Caisson foundations
- •4.7 Anti-seismic foundations
- •5 Foundations design and construction
- •5.1 Concrete
- •5.2 Bearing pressures and settlement
- •5.3 Test piling
- •6 Foundations for main and secondary structures
- •6.1 Boiler house foundations
- •6.2 Turbine hall foundations
- •6.3 Turbine-generator blocks
- •6.4 Basement of ground floor
- •6.5 Track hoppers
- •6.6 Chimney foundations
- •6.7 Cooling tower foundations
- •6.8 Reactor foundations
- •7 General site works
- •7.1 Flood embankments
- •7.2 Roads
- •7.3 Drainage
- •7.4 Railways
- •7.5 Coal storage
- •7.3 Oil tank compounds
- •7.7 Ash disposal areas
- •8 Methods of construction
- •8.1 Site clearance, access roads and construction offices
- •8.2 Underground construction
- •8.3 Groundwater lowering
- •8.4 Excavating machinery
- •8.6 Formwork and reinforcement
- •8.7 Mixing and placing of concrete
- •9 Direct cooled circulating water systems
- •9.1 Civil engineering structures in direct cooling systems
- •9.2 Culverts
- •3.3 Pumphouse and screen chamber intake
- •9.4 Cooling water tunnels
- •9.5 Submersible cooling water structures
- •9.6' Maintenance considerations
- •10 Harbours and jetties
- •10.1 General
- •10.2 Types of harbours and jetties
- •10.3 Construction of harbours and jetties
- •11 Loadings
- •11.1 Definitions
- •11.2 Imposed loads due <o plant
- •11.3 Distributed imposed loads
- •II. 6 Reduced loadings in main beams and columns
- •11.4 Cranes
- •11.5 Wind and snow loads
- •12 Steel frames
- •12.1 Steelwork
- •13 Reinforced concrete
- •13.1 General
- •13.2 Formwork
- •13.3 Reinforcement
- •1^.4 Design of reinforced concrete
- •12.2 Design of members
- •12.3 Connections
- •12.4 Protection of steelwork
- •13.5 Movement joints
- •13.6 Curing
- •13.7 Precast concrete
- •14 Prestressed concrete
- •14.1 Prestressing
- •14.2 Prestressed piling
- •14.2 Prestressed piling
- •14.3 Prestressed concrete pressure vessels and containments
- •15 Brickwork and blockwork
- •15.1 General
- •15.2 Bricks
- •15.3 Mortar
- •15.4 Brickwork
- •15.5 Blocks
- •15.8 Openings
- •15.6 Blockwork
- •16 Lightweight walling systems
- •16.1 Sheeting
- •16.2 Insulation
- •16.3 Fixings
- •16.4 Durability
- •17 Roofing
- •17.1 Structural elements
- •17.2 Insulation and weatherproofing layers
- •17.3 Application to power stations
- •17.4 Durability
- •17.5 Rainwater disposal
- •18 Finishes
- •18.1 Floor finish considerations
- •18.2 Types of floor finish
- •18.3 Finishes to walls and ceilings
- •18.4 Wall tiling and other special finishes
- •18.5 Internal painting
- •18^6 External painting
- •19 Turbine hall and boiler house construction
- •19.1 General
- •19.2 Structural considerations
- •19.3 Erection of steelwork
- •19.4 ''Cladding
- •19.5 Ventilation
- •19.6 Floor and wall finishes
- •20 Reactor construction
- •20.1 Reactors
- •20.2 Reactor buildings
- •21.2 Control room building
- •21.3 Gas turbine house
- •21.4 CW pumphouse
- •21.6 Workshops and stores
- •21.7 Offices, welfare blocks, laboratories and similar buildings
- •22 Chimneys, cooling towers and precipitators
- •22.1 Chimneys
- •22.2 Cooling towers
- •22.3 Precipitators
- •23 Architecture and landscape
- •23.1 General power station architecture
- •23.2 Landscape considerations
- •23.3 Preparatory works
- •23.4 Landscape layout
- •24 Regulations
- •24.1 Government instruments
- •24.2 Factories Act
- •24.4 Building regulations
- •24.5 Nuclear station licensing
- •25 Civil engineering contracts
- •25.2 Forms of contract
- •25.3 Contract strategy
- •25.4 Contract placing
- •25.5 Contract administration
- •25.6 Budgetary approval and control
- •26 References
- •Appendix A
- •SUBJECT INDEX
Station design and layout
to be functionally and operationally efficient in the |
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high level location within the mechanical annexe, but a |
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production of electricity. |
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low level position either in the annexe or turbine hall |
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can be used provided acceptable pump suction condi |
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6.3.4 |
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Mechanical annexe |
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tions can be maintained. |
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The layout of the feedheating plant for the CEGB’s |
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Many |
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CEGB |
stations |
have |
an |
annexe |
between |
the |
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Littlebrook |
D 3 |
x |
660 MW |
oil-fired |
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station |
is |
shown |
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in |
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2.28 |
and |
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2.29 |
shows |
the |
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equivalent |
for a |
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turbine |
hall |
and |
the |
boiler |
house. This annexe |
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used |
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proposed 2 x 350 MW station. |
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mainly to accommodate some elements of the feed |
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heating system, particularly the de-aerator, which on |
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CEGB stations has traditionally been located at high |
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7.2 Condenser and auxiliary plant |
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level to ensure an adequate suction head for the boiler |
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feed pumps. The annexe is also used to accommodate |
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The CEGB has experience of pannier and integral |
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various water storage tanks associated either with the |
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condenser |
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arrangements |
but |
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recent |
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stations |
have |
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feed make-up system |
or |
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auxiliary |
cooling |
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water |
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adopted |
the |
more |
conventional |
underslung |
arrange |
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systems. |
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ment where the condenser itself is located directly |
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Although traditionally termed a mechanical annexe, |
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beneath the turbine LP cylinders. |
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the central location within the station makes it suitable |
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The condenser is essentially an integral part of the |
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for the location of several other facilities, and it is |
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turbine but the layout engineer needs to consider the |
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common practice to locate switchrooms in |
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annexe |
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construction |
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maintenance |
activities |
together with |
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at |
various |
floor |
levels |
housing |
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station |
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disposition |
of auxiliary equipment. The major |
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switchboards. |
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space and access requirement is |
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withdrawal |
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and insertion. Construction practice may allow delivery |
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6.3.5 |
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Boiler house enclosure |
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of |
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condensers, and |
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consideration of |
this |
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fact needs to be made in the station design, but provi |
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sion still requires to be made lor possible tube replace |
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houses for stations within the UK. A small number of |
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ment during the life of the station. With a transverse |
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built some |
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utilising |
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external |
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turbine arrangement this is often possible by utilising |
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boilers with only a roof canopy, as is common practice |
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loading bays or laydown areas located between units, |
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with many overseas utilities, but service experience has |
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but for longitudinal turbine layouts, removal sections of |
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clearly demonstrated that such a practice is ill-advisable |
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the building cladding or a separate local enclosure may |
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to UK weather conditions. |
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be required to give adequate access, |
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as indicated |
on |
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Fig 2.30. |
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.7 Turbine-generator systems |
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An acceptable cooling water pipework or culvert |
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routing to the condenser inlet and outlet waterboxes |
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7.1 |
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Feedheating plant |
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needs to be established. The design and routing in the |
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immediate vicinity of the condenser is influenced by the |
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The |
feedheating |
plant |
forms |
an |
integral |
part |
of |
the |
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need |
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ensure |
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good |
water |
distribution |
between |
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condenser |
flow |
paths |
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uniform |
flow |
through |
the |
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generating |
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by |
raising |
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temperature |
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condenser |
inlet |
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isolating |
valves which |
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condensate |
returning |
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turbine |
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CEGB |
stations |
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butterfly |
type. |
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necessary, |
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make-up |
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within the |
turbine |
hall |
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neces |
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supplies from the reserve feedwater system. . |
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sary to |
avoid the |
foundations |
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main |
building |
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The |
plant |
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essentially |
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number |
of |
pumps |
and. |
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columns, turbine |
block, heavy auxiliary |
plant items and |
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heaters |
arranged |
in |
series |
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which |
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linked |
by a |
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areas of |
high superimposed |
floor |
loadings |
such |
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lay- |
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pipework system. The |
location |
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each |
of |
the |
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ponents in |
the system is required |
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follow logical |
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down areas. |
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dimensions |
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cooling |
water |
conduits |
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defined sequence, and it is important in terms of the |
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established by optimisation studies with the level below |
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overall system economics and hydraulic performance, |
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for each element to be correctly located in relation to |
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the station basement being determined by reference to |
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the other and to the turbine in particular.---------------- |
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the hydraulic gradient and acceptable civil construction |
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The |
feedheating system diagram, Fig 2.27, shows |
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techniques. Since the foundation system for the station |
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that the system has numerous interfaces and pipework |
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is very site specific, the overall integration of the |
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connections to the turbine, and to minimise the overall |
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conduits into the civil engineering design needs to be |
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cost and system losses, the CEGB practice is to locate |
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resolved on a site-by-site basis. |
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the main elements of the system in logical groups |
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The main auxiliary plant associated with the con |
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around the turbine. The de-aerator and its associated |
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densers is air extraction equipment for the steamside |
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storage tank however need to be positioned to provide |
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and, depending on the system hydraulic conditions, for |
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water with a suitable suction head for the boiler feed |
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the waterside also. Steamside air extraction plant |
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pumps. Traditional CEGB practice has been to adopt a |
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usually consists of a number of vacuum maintaining |
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CONDENSATE/FEEOWATER
------ CONDENSATE DRAINS ' MAIN STEAM SUPPLY
HP BLED STEAM
HOT REHEAT STEAM
■ IP BLED STEAM
HEAD
------ LP BLED STEAM
INSURGE
0EAEA4
LIVE STEAM
FROM BOILER
STEAM TO
REHEAT
(CONDENSER |
HEATER |
BYPASS VALVE F—! |
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’ |------------M---- ----- ------------\ I A0< |
bled steam iso |
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JClV |
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. I BLED STEAM NON RETURN VALVES J |
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valves |BS. |
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------------Pt------------------ |
BSIV |
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------------M—------------ — |
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^CONDENSER FLASH |
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CIV | LP3 HEATER |
STEAM |
lLvesseljcfvi |
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FROM |
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REHEAT |
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Illi |
TOCFV |
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Illi |
OUTSURGE |
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Illi |
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Ll£2,J1£ater |
|
Illi |
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|
Illi |
RECIRCULATION |
|
BSIV |
|
ft BSIV |
||
ill! |
LOOP |
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Illi |
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ft |
GLAND STEAM |
|
■|-«LP1 HEATER |
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CONDENSER |
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«^,S0LAT,NG |
L_ J^I^CTION PUMPS |
CONDENSER LEVEL ’ l' '""heater |
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CONTROL VALVE 1 I tAeR* BYPASS |
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|
TURBINE DRIVEN
SOLER FEED PUMP
4LED STEAM NO* HETURN VALVE (BSNRV)
NORMAL ROUTE FOR ! ! ,HP HEATER DRAINS. } | TO CONDENSER
■ '?EEO WATER J JTO BOILER
BSNRV
FWIvSt)
BSIV
HP6B HEATER f°
HEATER BANK
BYPASS
HP5B HEATER(
:3 BSNRV
FEED WATER
- ISOLATING -
j START a STANDBY FEED PUMPS }
Fig. 2.27 Feedheating system
Fig. 2.28 Feedheating plant layout — 3 x M\y sl;illon
2 Chapter
Turbine-generator systems