- •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
is granted at the same time as Section 2 Consent. However, the Secretary of State may attach conditions, as he thinks appropriate, in regard to the planning approval.
Following receipt of Section 2 Consent and financial sanction, the CEGB proceeds with the design and con struction of the project. Figure 1.3 shows the typical timescale for power station planning and early con struction.
An important part of the investigation programme is consultation with Ministerial and Local Authorities and other statutory bodies such as Water Authorities. As part of the procedure for ensuring that all parties are fully aware of agreements which have been negotiated and which must be observed during the station design and construction period, a document called ‘Station Development Particulars’ is issued, which records all discussions and agreements with parties and also con tains a schedule of statutory consents which must be obtained.
The Station Development Particulars also contain a technical section dealing with the transmission connec tions and parameters of the main plant, particularly the generator transformer, so that they are properly matched to the transmission system. The details cover matters such as power factor, synchronous impedance, frequency regulation, the dynamic response of the unit to change in load demand and guidelines on the elec trical auxiliary system to ensure that this is a reliable network.
Site selection and investigation
2Site selection and investigation
2.1Basic site requirements
A power station is simply a factory for the conversion of the energy stored in the fuel into electrical energy. The basic requirements for a power station are, there fore, similar to those of any other factory:
•A supply of raw material at a competitive cost (fuel).
•Access to the markets for its products (transmis sion).
•A labour force of the size and quality required.
•Means of disposal for any trade effluent or by product.
•Land for construction and operation.
The raw material from which electricity is made in a thermal power station can be coal, oil, uranium or natural gas. Electricity, the main product, has its own access to centres of consumption through the transmis sion and distribution system. By-products are ash or irradiated uranium fuel elements and the economic disposal of the former is often a major consideration. The trade effluents are the large quantities of heat, the disposal of which generally requires very large quanti ties of water which, for cost reasons, must be available close to the site. The products of combustion, in the
YEARS AHEAD
AREA |
COMMISSIONING |
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OF |
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SEARCH |
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SITE |
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INVESTIGATION |
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CONSULTATION ANO PUBLIC COMMUNICATION |
||
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I |
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SITE J APPLICATION FOR |
MAIN CONSENTS |
|
SELECTION MAIN CONSENTS |
GRANTED |
LOCAL LIAISON
ENVIRONMENTAL
ASSESSMENT
SITE
PREPARATION
CAPITAL
INVESTMENT
APPROVAL
MAIN CONTRACTS |
MAIN SITE |
FIRST UNIT |
OPERATIONAL |
||
PLACED |
WORK STARTS |
|
Fig. 1.3 Typical timescale for power station planning
5
Power station^siting arttb-site layout
form of large volumes of flue gases, must also be dispersed without contravening the national clean air policy or causing atmospheric pollution.
The main technical requirements of sites for nuclear and coal-fired stations of the size being considered currently are summarised in Table 1.1.
Chapter 1
2.2 Area of search for initial site selection
In densely-dcvelopji countries like England and Wales, suitable pow^station sites are difficult to find. Many of the best sites have already been used for one
Table 1.1
Technical site requirements
|
PARAMETER |
COAL-FIRED STATION (1800 m‘w) |
NUCLEAR STATION (1200 MW) |
|
|
|
|
Fuel delivery |
Economic means of delivery |
Low volume and infrequent |
|
|
|
up to 5 million tonnes per year |
|
|
|
|
|
Cooling water |
|
52m3/s |
|
(a) |
Direct cooled |
52m3/s |
|
(b) |
Tower cooled |
Up to 3 m’/s abstracted, |
Up to 3 m 3/s abstracted, |
|
|
about 0.75 m3/s evaporated |
about 0.75 m 3/s evaporated |
|
|
|
|
Land (direct cooled) |
100 ha including construction area |
60 ha including construction area |
|
|
|
but excluding PF ash disposal area |
|
|
|
|
|
Geology |
Ground able to support heavy loads |
Ground able to support very heavy loads |
|
|
|
|
with virtually no differential settlement |
|
|
|
|
Access |
|
|
|
(a) |
Construction materials |
Road, rail or sea access to deliver up to |
Road, rail or sea access to deliver up to |
|
|
2 million tonnes, most in first 3 years |
2 million tonnes, most in first 3 years |
(b) |
Abnormal loads |
Road or sea access to deliver about 60 |
Road or sea access to deliver about 80 |
|
|
very large loads |
very large loads (beach landing facility for |
|
|
|
pre-fabricated PWR parts) |
|
|
|
|
Nuclear siting |
|
Sufficiently -ernole Iron; population |
|
|
|
|
and potential sources ol hazard to |
|
|
|
comply with Nil requirements |
|
|
|
|
Flue gas |
Delivery of about 0.3 million |
|
|
desulphurisation materials |
tonnes per year of limestone. |
|
|
|
|
Disposal of about 0.5 million |
|
|
|
tonnes per year of gypsum. |
|
|
|
|
|
Waste disposal |
Means of disposing of up to 1 million |
Near to railhead for transport of flasks |
|
|
|
tonnes per year of ash |
of irradiated fuel (about 20 loads per year) |
|
|
|
|
Transmission |
Suitable for connection to a point on |
Suitable for connection to a point on |
|
|
|
the grid able to accept output of station |
the grid able to accept output of station |
|
|
|
with sufficient security |
|
|
|
|
6
purpose or another and more and more of the undevel oped areas are being conserved. In fact some 12% is built on, while over 40% is given statutory protection; on the coast, the respective figures are 25% and 60% (see Fig 1.4). Nevertheless the CEGB must be able to
Further limitations are imposed on the CEGB in rts search for suitable sites by the lack of actual "empty spaces" available. As this map illustrates, much of the land which meets the technical requirements is statutorily protected • (or example m the form of National Parks. Areas ol Outstanding Natural
Beauty and National Nature Reserves. The difficulty can be only partly overcome by re-using existing sites.
BUILT UP AREAS
NATIONAL PARKS
AREAS OF OUTSTANDING BEAUTY
GREEN BELT
FOREST PARKS
AREAS OF GREAT LANDSCAPE,
HISTORIC. OR SCIENTIFIC VALUE
Site selection and investigation
meet the need for new stations as foreseen by its estimates of future demand.
The considerable length of time that is required to plan and construct a station and the regular revision of future demand estimates means that it is wise for the
Fig. i . l I’rokTlcil land anil major conurbations as nt l‘)SI
7