- •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
oxygen control, etc., and main electrical generator cooling, the latter for generator cooling only.
Hydrogen gas produced by electrolysis is wet and contaminated, and therefore is subjected to filtration, deoxidation and drying stages before being stored at high pressure.
Methanol type gas generators consist of modules containing vapouriser, catalyser and diffuser sections. A methanol liquid feedstock is fed into the generator
module and |
is vapourised |
before being introduced to |
the catalyser |
which breaks |
the methanol vapour into |
two main components, hydrogen and carbon dioxide. The resulting gas mixture passes through a diffuser section which allows hydrogen gas to pass, but rejects carbon dioxide and other impurities. Figure 2.90 shows the general features of the process.
Hydrogen gas produced by methanol-cracking is extremely pure and dry and in the normal course of events does not require any further treatment before being stored at high pressure.
The methanol type system does require methanol feedstock and this must be stored adjacent to the hydrogen generation plant in suitable storage vessels.
In both systems described, the high pressure gas storage facility is served by compressors from the gas generators, and can take the form of large vessels or
Gas generation and storage
smaller cylinders, positioned adjacent to the generator plant and sized to accommodate two main electrical generator charges.
From the storage facility the gas passes through a control panel which regulates pressure and flow in two distribution pipelines to the electrical generator cooling systems. One pipeline allows flow of normal make-up
gas, the other allows recharging |
of a |
generator in a |
short period of time. |
|
|
The whole hydrogen plant is |
located |
in a suitable |
open environment position on the site. Risk factors taken into account are those presented by both the methanol store and hydrogen store as well as the need to conform to the guidance given in documents pro duced by the Health and Safety Executive (HSE) and the gas producing industry in terms of separation distances, hazardous zoning and general safety matters. Road facilities are provided for tanker access.and fire fighting appliances.
23.2 Carbon dioxide
Carbon dioxide (COj) is used as a purge gas for main electrical generator purging in both nuclear and con-
DEMINERALISED |
METHANOL |
FUEL FEED |
WATER TANK |
TANK(S) |
TANK |
LOW PRESSURE
STORAGE VESSEL
KEY:-
A » HEATER
8 ■ VAPOURISER C * CATALYSER D ■ DIFFUSER
Fig. 2.90 Hydrogen generation — methanol process
Station design and layout
ventional stations, and for the reactor cooling circuit and various purging requirements in nuclear AGR stations.
Storage is normally in bulk liquid form, large quan tities being required for the nuclear stations usually in the region of six 1001 vessels, whilst a typical fossilfired station requires far less — one 6 t vessel on average. The storage facility is normally made up of thermally-insulated vessels, each provided with a refrigeration unit to maintain the liquid state. Vapourising equipment is provided to enhance the gas flow rate at times of high demand. In both nuclear and conventional stations the refrigeration units are located adjacent to each storage vessel with conden sing coils mounted within the vessel vapour space. The vapourising equipment is a common installation and serves all vessels, being located in the discharge line from the storage facility. The distribution pipe work system is routed throughout the station to points of usage.
The whole plant arrangement is contained within an open environment adjacent to the main buildings together with the necessary road tanker access and unloading facilities.
23.3 Nitrogen
Nitrogen (N2) is used as a purge gas and sometimes for preservation purposes in steam and water spaces, although the latter examples are not common at the present time.
In nuclear AGR stations it is used for the secondary shutdown system, this being the need for an immediate supply of nitrogen gas in (he event of a demand for nitrogen injection into a reactor.
In nuclear PWR stations it is used for back-up, purge and cover gas systems, the former being a means of operating say, essential valves in the. event of loss of initial means of actuation. Cover gas relates to a blanketing function within tanks or vessels to avoid oxygen pick-up.
In conventional coal-fired stations nitrogen is used for mill loading, i.e., pressurising the grinding facility rams on the mills.
The storage facility normally takes the form of a vacuum insulated liquid nitrogen storage vessel com plete with road tanker delivery connections, followed by a liquid nitrogen pump discharging through a vapou rising section into a nitrogen gas store. The store is made up of large cylinders which discharge through the distribution pipework system to points of usage. The
.whole storage arrangement is contained within an open environment adjacent to the main buildings and pro vided with the necessary read tanker access and unloading facilities.
Chapter 2
23.4 Miscellaneous gases
Oxygen (O2)
The reactor coolant gas circuit on nuclear AGR sta tions is continuously producing carbon monoxide by radiolysis and oxygen is required to oxidise this back to carbon dioxide.
On AGR stations, oxygen is produced by means of the electrolytic hydrogen generation plant previously described, and stored by means of compression into cylinders. From the store, oxygen is discharged via a pipework system to a recombination unit in the reactor cooling circuit.
The storage arrangements, including the oxygen compression facility, are normally in an open environ ment adjacent to the hydrogen generation plant. Road access is provided for unloading facilities.
Propane (CjHr)
Propane is used for burner ignition purposes on both main and auxiliary boiler installations.
In nuclear stations, due to the relatively small demand from auxiliary boilers only, storage of propane may be in the form of cylinders arranged in banks. They are collectively connected up to manifolds dis charging via a pressure control facility and distribution pipework system to points of usage.
In conventional stations the demand for propane gas is created by both main and auxiliary boilers for burner ignition purposes. Storage takes the form of large vessels containing liquid propane which are supplied by road tanker delivery. If necessary, vapourisers may be fitted to each vessel to enhance gas flow at times of increased demand. The vapourisers are sited adjacent to the storage vessels, taking their supply from the liquid space and discharging into the gas space. Pro pane gas taken from the storage vessels passes through a pressure control facility before being distributed to points of usage through a pipework system.
The location of the propane store is chosen carefully. Due to the nature of propane, consideration must be given to hazardous zones, separation distances, etc., as laid down in HSE guidance documentation. Road faci lities are provided for tanker access and fire fighting appliances.
Methane (CH4)
Methane gas is used in nuclear AGR stations for injection into the reactor cooling gas circuit to inhibit corrosion of the graphite core. It is produced in an on site methane gas generator plant served by supplies of hydrogen and carbon dioxide, the former being pro duced by means of the electrolytic hydrogen generation plant described previously, the latter being supplied from the carbon dioxide system described in Section
23.2 of this chapter.
162