- •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
tends to cieate long runs of -4 35 V cables with a con sequent increase in cither cable size or volt drop. This has led to the consideration of alternatives. Of these, the type most favoured by the CEGB is the dry type air-cooled class C insulated (AN). These, as their description implies, contain no fluid al all and have the advantage of being considered totally fireproof and they can be made integral with the 415 V switchgear. They do, however, have the disadvantages of higher cost, heavier weight, and lower reliability than oil-filled transformers.
When dry type transformers are fitted in switchgear there are certain layout requirements to be considered. Firstly, they are relatively heavy and bulky so the switchgear increases in both weight and size necessitat ing bigger switchgear rooms with stronger floors. Also they dissipate heat so this must be considered when designing the heating and ventilation system. Being integral with the switchgear, the LV connections are busbars into the switchgear and the HV connections are cables.
14.6 Cables
The cabling on a power station performs the essen tial function of providing electrical interconnection between the many items of electrical and control equip ment. During station erection and commissioning, the completion of the cabling systems is dependent on the timely installation of plant items. It is evident therefore that station cabling is a very important consideration at the overall design and planning stages.
Layout of the main cable routes is to a large extent dictated by the location of plant, transformers, switch gear and the central control room. However, segrega tion of unit electrical services also helps to establish the layout, particularly for nuclear stations where segrega tion between quandrants has to be considered in more detail (see Fig 2.47).
It is a basic requirement that cabling for one particu lar unit be segregated from the cabling to other units, and cable tunnels are an ideal method of obtaining this segregation on the major cable routes. Also, because cable tunnels are located at basement level they give the added advantage of being completed early in the civil programme, hence delays in the cabling installa tion can be avoided (see Fig 2.48).
The importance of providing adequate accommo dation for cables cannot be over-emphasised, and a typical cable tunnel with a capacity of sixteen arms has on many occasions proved insufficient. Apart from installation difficulties, congestion of large quantities of cables creates many problems such as overheating, overloading cable supports, loss of separation para meters and high levels of combustible PVC insulation which increase the fire hazard. Hence at the design stage consideration must be given to the expected number and size of cables running in the network of tunnels.
When the basic cable tunnel design is established, arrangements should be made for ventilation, drainage, inserts for the cable supports and cable drum access facilities for cable pulling. From the safety point of view, personnel access points and emergency exits have to be located in conjunction with fire barriers and doors which divide the tunnels into sections and so restrict the spread of fire and dense smoke. Further, all major cable tunnels have a fixed waterspray fire protection system which is automatically initiated by linear heat detection cables running above and below each cable rack.
14.6.1Segregation
Cables are vital for the control and operational activi ties that take place in a modern power station. The failure of a data or power cable due to a small fire can have catastrophic effects on such activities. Therefore, where possible, it is important to design the cables/ system layout to limit the effects of such a situation and one such method is to have segregated cable routes.
For conventional stations, the basic principle for major cableways is that the cables for each unit shall be kept segregated, whilst on the minor routes segregation is achieved by routing the cables in different directions. Segregation is required to limit generation loss by preventing the spread of fire and damage to other units, hence not more than one unit should be lost. It is how ever possible to keep a fire-damaged unit on load by transferring to standby feeds which have been taken by a* different route to the main feeder; this segregation within the unit is generally referred to as the A and B routes. Segregation will depend on the system design and may affect cabling to such items as unit trans formers, station transformers, cooling water pumps, boiler feed pumps, gas turbines, etc. However, segre gated routes must be taken where duplicate DC sup plies for switchgear tripping are provided, also where main and emergency supplies are provided, e.g., tur bine lubricating oil pump. Where cables are installed direct in the ground, a distance of 1 m between segregated groups is considered adequate. For cables running parallel, in cable tunnels, etc., a 600 mm separation distance is necessary between control and single core power cables, this is to avoid inducing interference currents in the control cores, particularly under fault conditions. A separation distance of 300 mm between multi-core power and control cables, and also between single core and multi-core power cables is acceptable. On plant where control and power cables run side-by-side for a short distance, this length is limited to a maximum of 5 m for total run of cable. In cableways it is considered good practice to install the power cables on the uppermost racks to reduce unne cessary heating and hence thermal ageing of the control cables.
For nuclear stations, however, additional segregation is necessary for the safety of personnel, plant and
115
0)
layout and design Station
Fig. 2.47 Typical segregated cableway complex
117
GENERATOR
TRANS 7
EARTH PIT
UNIT TRANS 7D
UNIT TRANS |
TO A’ STATION |
|
EARTH PIT 5 |
TO CABLE
RESERVE
2 No 90 0
DUCT
CABLE ROUTE
TO AUXILIARY
BOILER HOUSE
25 No 100 o
CABLE DUCTS
CABLE RISERS
(FROM TUNNEL INTO
CABLE FLATS)
DIESEL HOUSE
ESSENTIAL
SUPPLIES BUILDING (ESB)
400 kV CABLE TRENCH
EARTH PIT
CABLE
TRENCH
|
|
GENERATOR |
TO A’ STATION |
|
|
EARTH PIT 5 |
|
|
|
TRANS 8 |
|
|
|
|
|
|
|
UNIT TRANS |
|
|
|
EARTH PIT |
|
EARTH PIT |
TO CABLE |
|
|
RESERVE |
|
UNIT TRANS |
|
|
|
J2 No 90 a
DUCT
400 kV CABLE TRENCH
CABLE
TRENCH
MARSHALLING
KIOSK
25 NO 100 a CABLE DUCTS
CABLE
RISERS
UNIT FIRE
BARRIER
WATER
TREATMENT PLANT
TURBINE HOUSE
UNIT 7
CABLE
RACKS
MARSHALLING
KIOSK
25 No 100 0
CABLE DUCTS
TURBINE HOUSE
UNIT B
CABLE
RACKS
CABLE
RACKS
I
CABLE FLAT
BELOW INSTALLATION
AND COMPUTER ROOMS
CABLE ACCESS FROM
TURBINE HOUSE INTO
ESB CABLE FLAT
Fig. 2.48 Typical layout of cableways for turbine hall
diesel house
ESSENTIAL
SUPPLIES BUILDING
CABLE FLAT
(BELOW INSTALLATION AND COMPUTER ROOMS)
KEY
TRAIN C
TRAIN 0
NON • ESSENTIAL ROUTES (GENERAL PURPOSE USE)
n
piant ycincai layout