- •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
CHAPTER 2
Station design and layout
1Introduction
2Power stations used on the CEGB system
2.1Fossil-fired stations
2.2Nuclear stations
2.3Hydro-electric and pumped storage stations
2.4Gas turbine stations
3Future development options
3.1Fossil-fired plant
3.2Nuclear stations
3.3Combined cycle gas turbines
3.4Wind power
3.5Tidal power
3.6Geothermal energy
3.7Combined heat and power
4Station design concepts
4.1Basic considerations
4.2Design objectives
5Plant operation
6Station layout
6.1General
6.2Main plant orientation
6.2.1Turbine-generator plant
6.2.2Boiler plant
6.3Layout conventions
6.3.1The unit principle
6.3.2Mirror imaging
'6.3.3 Turbine island concept
6.3.4Mechanical annexe
6.3.5Boiler house enclosure
7Turbine-generator systems
7.1Feedheating plant
7.2Condenser and auxiliary plant
7.3Erection and maintenance
8Boiler systems
8.1Pulverised fuel system
8.2Draught system ‘
8.3Oil firing system
8.4Boiler fittings '•
8.5Dust extraction plant
8.6Flue gas desulphurisation plant
9Main steam pipework
10Low pressure pipework and valves
11Water storage tanks
12Cranes
13Fire protection
13.1Introduction
13.2Prevention of fires
13.3Limiting the consequences of a fire
13.4Reducing the severity of fires
^14 Electrical plant layout
14.1Introduction
14.2Auxiliary switchgear
14.2.111 kV and 3.3 kV switchgear
14.2.2415 V switchgear
14.3 Turbine-generator auxiliaries 14.3.1 Excitation equipment
14.4Main connections
14.5Transformers
14.5.1Generator transformers
14.5.2Station transformers
14.5.3Unit transformers
14.5.4Auxiliary transformers
14.6Cables
14.6.1Segregation
14.7Batteries and charging equipment
14.7.1Battery rooms
14.7.2Charging equipment and switchgear
14.8Control rooms
-14.8.1 Desks and panels
14.8.2Cable access and terminations
14.8.3Control room design
15Heating, ventilation and air conditioning
15.1Introduction
15.2Ventilation of nuclear stations
15.3Smoke and fire control
15.4General layout of HVAC plant
15.4.1Turbine hall and boiler house
15.4.2Coal bunkers
15.4.3Electrical equipment annexes
15.4.4Auxiliary buildings
16Air services
17Water treatment plant
18Cooling water plant
18.1General design considerations
18.2 Cooling water pumphouse
18.2.1Direct cooled stations
18.2.2Tower cooled stations
18.3Main cooling water pumps
18.4Screening plant
18.5Pump discharge valves
18.6Section valves
18.7Discharge pipework
18.8Auxiliary systems
18.9Gates
18.10Flow measurement
19Chlorination plant
20Coal handling plant
20.1Rail-borne reception and discharging
20.1.1Typical coal handling system
20.2Water-borne reception and discharging
20.3Road-borne reception and dischargino
20.4Coal storage
20.4.1Stockpiling
20.4.2Stockpile working
59
Station design and layout.
20.4.3Bucket wheel stocking out/reclaiming machine
20.5Conveyance from unloading poinr ro station bunkers or coal store
20.6Plant control
21Ash and dust handling plant
21.1Ash handling plant
21.2Dust handling plant
21.3Ash and dust disposal
22Auxiliary boilers
23Gas generation and storage
23.1Hydrogen
23.2Carbon dioxide
23.3Nitrogen
23.4Miscellaneous gases
24Pumped storage plant
24.1Hydraulic machines
Chapter 2
24.2Generator-motors
24.3Main inlet valves
24.4Draft tube valves
24.5Gates
24.6High integrity pipework
25Gas turbine plant
25.1Introduction
25.2Operational requirements
25?3 Aero-engine-derivative gas turbines
25.4Industrial gas turbines
25.5Gas turbine power station layout
25.5.1Introduction
25.5.2Station plant
j 25.5.3 Industrial gas turbine site layout
25.5.4Cowes gas turbine station layout
25.5.5Littlebrook D auxiliary gas turbine installation
26 References
1 Introduction
Power stations arc complex arrangements of individual plant items, equipment and mechanical and electrical engineering systems. The term 'station' in its widest sense can be taken to include all the plant equipment, engineering systems and buildings which are normally accommodated within the confines of the site bound ary, but it is often convenient to consider the design process as being sub-divided into two areas. Firstly, the main station buildings which contain the major plant items and systems such as the steam raising process and turbine-generators, and secondly, the auxiliary supporting systems and services such as the coal handling plant, ash handling plant, cooling water pumps, etc., which are often located around the site outside the main buildings. Whereas the design of the main building is, in the main, independent of siterelated factors above foundation level, the design and layout of the major auxiliary systems is often influenced to a significant extent by site-specific features.
The content of this chapter follows this philosophy where, following a review of the major factors influenc ing the design process and the types of power stations operated by the CEGB, details of the layout consider ations, which influence the design of the main plant areas, are given. The following sections of this chapter describe the features which have a major influence on auxiliary equipment and systems.
2 Power stations used on the CEGB system
The CEGB operates a number of different power station types to ensure a secure and cost effective - supply of electricity, as is required by its statutory duties. Presently these may be classified under the following headings:
•Coal-fired.
•Oil-fired.
•Dual-fired (combination of coal and oil or natural gas).
•Nuclear.
•Hydro and pumped storage.
•Gas turbines.
The first four categories mentioned comprise the majority of stations operated on the CEGB system and utilise a similar concept, which is ;> steam raising source supplying steam to a turbine-generator to produce electrical power.
2.1 Fossil-fired stations
Coal, oil and dual-fired (either coal or oil) stations have many similar design features, with the main difference being the type of fuel used to generate steam in the boiler. Coal-fired stations require extensive fuel storage and handling facilities, ash collection and dis posal facilities, and larger boilers than oil-fired ones due to the generally lower calorific value of the fuel. They are therefore inherently more expensive from a capital cost viewpoint than oil-fired stations. By impli cation, dual-fired stations are even more expensive due to the need for duplicate fuel storage and handling facilities.
Fossil-fired stations can be constructed employing large individual unit sizes; currently up to 660 MW is operational in the UK utilising both subiritical and supercritical steam cycles. Fossil-fired stations provide the bulk of generation on the CEGB system, currently accounting for more than 80% of the total system capacity. Figures 2.1, 2.2 and 2.3 illustrate typical stations on the CEGB system, showing coal-fired, oil-fired and dual-fired stations respectively.
60
system CEGB the on used stations Power
Fig. 2.1 Drax 6 x 660 MW coal-fired station
(see also colour photograph between pp 66 and pp 67)
62
Fig. 2.2 1 .i:denio<»k D ? - '■(>'/ MW J .station
layout and design Station
2 Chaplet
(sec also Colour r»h«‘loeiupn between pp Go and pp (C)