- •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
3.2 Nuclear stations
The CEGB has adopted the pressurised water reactor (PWR) as the basis for its new nuclear station which is being built at Sizewell construction works com menced in late 1987. It is hoped this 1200 MW ‘reference design’ will form the basis for a small programme of stations utilising similar technology which will be located at other suitable sites within the UK, subject to consents being given. Figures 2.11 and 2.12 show respectively a station plan and section through a typical PWR station.
3.3 Combined cycle gas turbines
These plants are an extension of gas turbine station developments where waste heat boilers are installed to recover heat from the gas turbine exhaust. This heat is utilised to produce steam which is employed to drive a steam turbine-generator, which can be either unitised with the individual gas turbines or ranged across a number of units.
The technology of such plants is well-established and their main benefit is the higher overall cycle efficiency which can be achieved. However, a premium fuel is normally required, and careful consideration of the relative merits of increased capital cost, long term fuel prices and reliability is required before such a plant can be installed. The CEGB has considered the station design options which could be adopted for this type of plant and Fig 2.13 illustrates a possible general plant configuration.
3.4 Wind power
Wind turbine-generators promise to play a prominent part in the field of alternative sources of energy, A 250 kW horizontal axis and a 100 kW vertical axis wind turbine generator have been installed as demonstration units on the CEGB’s Carmarthen Bay site, and a 1 MW machine is to be constructed at the Richborough site in the near future. There are also several other units with capacities up to 3 MW operational in the UK.
Figure 2.14 shows the wind turbines at the Carmar then Bay site.
The CEGB is supportive of the efforts of manufac turers to develop this source of energy and besides co operating with development proposals as they arise, is actively looking at the potential for wind turbine arrays for providing a contribution to its system capacity.
3.5 Tidal power
The potential for harnessing the tidal power of the River Severn and the River Mersey estuaries is being investigated. If found to be practicable and economic, such schemes could provide about 6% of the CEGB
Station design concepts
system needs, but probably not before the year 2000 at the earliest.
3.6 Geothermal energy
The CEGB will be providing substantial support for investigations into hot dry rock technology which will be carried out in the UK over the next few years. This involves tapping into hot dry rocks of 200°C and circulating water down to 6 km depths through fissures enlarged by hydraulic fracturing in order to capture heat. The best sites appear to exist in National Parks at exposed granite quarries in the south-west and north west of England. Reservoir behaviour, however, is proving currently more complex than anticipated.
3.7 Combined heat and power
Combined heat and power schemes have been used extensively by overseas utilities but not on a significant scale to date in the UK. The CEGB, however, remains interested in pursuing such schemes as and when suitable opportunities arise.
4Station design concepts
4.1Basic considerations
Major power stations on the CEGB system have for many years been planned from the onset to be com pleted with a given number of units of the same rating and to a similar layout. Where additional capacity is found to be necessary at a particular site in the future, then this has been accomplished by constructing a second 13 or third C station and so on until the total site capability has been developed.
The advantages of this process are that internally to an individual station’s development, the units are in all major aspects identical, and therefore the detailed station design is to a great measure reduced to design ing the first unit only. There are also operational advantages in having a standard arrangement for each unit in a station and a reduction in the quantity of spare parts which it is necessary to retain in stock. This concept of identical layout for each unit has become current practice for stations containing two or more units.
In terms of overall site layout, the construction of additional generating capacity by station rather than individual unit extensions has some practical advan tages. The design and construction of any new capacity can proceed independently of any existing generation facilities on the site and the designer is not required to make provision for some unknown future requirement. This allows the station design to be optimised with the proviso that it does not preclude future development of the remaining site area. . •
71
Station design and layout |
Chapter 2 |
1 |
REACTOR BUILDING |
20 WORKSHOPS |
|
2 |
AUXILIARY BUILDING |
21 MAIN STORES BUILDING |
|
3 |
FUEL BUIl DING |
22 WELFARE BUILDING |
|
4 |
TURBINE HOUSE ANNEXE |
23 |
ADMINISTRATION BUILDING |
5 |
TURBINE HOUSE |
24 FIRE FIGHTING PUMPHOUSE |
|
6 |
GENERATOR TRANSFORMER |
25 TOWN WATER RESERVOIR |
|
7 |
WAFER TREATMENT PLANT |
26 |
GATE HOUSE |
8 |
HYDROGEN PRODUCTION PLANT |
27 |
RESERVE ULTIMATE HEAT SINK |
9 |
HYPOCHLORITE PRODUCTION PLANT |
28 |
STATION TRANSFORMER |
10 CIRCULATING WATER PUMPHOUSE |
29 |
COj STORE |
|
11 SEAtPlT |
30 BULK CHEMICAL STORE |
||
12 NITROGEN STORE |
31 |
OXYGEN STORE |
|
13 AUXILIARY BOILER HOUSE |
32 EMERGENCY FEED WATER MAKE UP RESERVOIR |
||
14 DIESEL HOUSE |
33 |
400 KV SUBSTATION |
|
15 CONTROL BUILDING |
34 |
GAS BOTTLE STORE |
|
16 ACCESS CONTROL ANNEXE |
35 |
BULK HYDROGEN (CYLINDER) STORE |
|
17 DECONTAMINATION SHOP |
36 |
LUB OIL / GREASE I SOLVENT STORE |
|
18 RADWASTE BUILDING |
37 GARAGES ' FIRE STATION |
||
t9 AUXILIARY SHUTDOWN BUILDING |
38 CAR PARK |
Fig. 2.11 PWR station layout
72
Station design concepts
KEY |
|
|
|
1 |
FUEL BUILDING |
17 |
CABLE TUNNELS |
2 |
FLASK RECEPTION |
18 |
FEED PUMPS (6) |
3 |
FLASK DECONTAMINATION |
19 |
CW OUTLET |
4 |
FUEL TRANSFER CANAL |
20 |
DEAERATOR |
5 |
FUEL HANDLING MACHINE |
21 |
LUB OIL PLANT |
6 |
FLASK HANDLING CRANE |
22 |
HP HEATERS |
7 |
SECONDARY CONTAINMENT |
23 |
CONDENSERS |
8 |
REACTOR BUILDING |
24 |
LP HEATERS |
9 |
POLAR CRANE |
25 |
MOISTURE SEPARATOR REHEATER |
10 |
HEAD PACKAGE MAINTENANCE |
26 |
TURBINE HOUSE CRANE (2) |
11 |
PLANT ACCESS HATCH |
27 |
TURBINE GENERATOR |
12 |
REFUELLING MACHINE |
28 |
EXTRACTION PUMPS |
13 |
REACTOR PRESSURE VESSEL |
29 |
CW INLET |
14 |
STEAM GENERATORS (4) |
30 |
POLISHING PLANT |
15 |
REACTOR COOLANT PUMPS |
31 |
GENERATOR TRANSFORMER |
16 |
SAFETY VALVE VENTS |
|
|
Fig. 2.12 Section through PWR station
Station developments allow technological changes to be accommodated in discrete steps and with a reason able number of installed units, which allows an effec tive and efficient supporting infrastructure to be pro vided. It also permits an operationally-efficient staffing regime to be established avoiding the complexities of different technologies and operating procedures on the same station.
Ultimately, decommissioning and demolition of time-expired stations can be undertaken in a discrete package with the cleared area again being available for redevelopment as and when required, independently of any other generation facilities on the site. Figure 2.15 shows how this philosophy is currently being applied to the CEGB’s Hams Hall site.
4.2 Design objectives
/The objectives of any aspect of power station design, given a specific fuel type and choice of steam cycle, are to achieve the lowest capital cost and ease of construc tion, together with simplicity and efficiency in the
operation and maintenance of the station over its projected life. These objectives are not easily achieved. Realistic station designs are evolved over long periods of time and result from the input of experience and the continued re-evaluation of the variables which influence the design process. The experience and the rules and regulations which contribute to this process may vary from utility to utility and therefore a differing emphasis may be placed on the contributing elements which, ultimately, can influence the final result. How ever, whichever station design is finally adopted the process will require consideration of a range of factors which influence the primary objectives and which are outlined as follows; the order is not intended to denote priority as these will be utility specific:
Efficient operation
•Reliability of operation.
•Safety in operation.
•Simplicity of operation.
73
Station design and layout |
Chapter 2 |
1 |
GAS TURBINE |
8 LOCAL CONTROL ROOM |
|
2 |
GAS TURBINE GENERATOR |
9 3.3kV SWITCHROOM AND BATTERY ROOM |
|
3 |
AIR INLET FILTER HOUSE |
10 |
415V SWITCHGEAR ROOM |
4 |
STARTING SUPPLIES STANDBY TRANSFORMER |
11 |
WASTE HEAT BOILER |
5 PHASE SEGREGATED MAIN CONNECTIONS |
12 GAS SILENCER |
||
6 UNIT TRANSFORMER |
13 |
STEAMTURBINE |
|
7 GENERATOR TRANSFORMER |
14 ABOVE GROUND STEAM AND FEED PIPE BRIDGE |
Fig. 2.13 Combined cycle gas turbine station layout
74
$tat c " design concepts
l iG. 2.14 Wind turbines at Carmarthen Hay site (see also colour photograph between pp 66 and pp 67)
75