- •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
'Hie two gases are combined in a mixing facility before being introduced into the catalyser section of the methanation plant. The catalyst reacts with the hydrogen/carbon dioxide gas mixture to produce methane gas, which is passed on via a cooler to a compressor. The compressed methane gas flows through drying equipment before being stored in cylinders.
Some power stations do not operate an on-site methane generator plant, but prefer to hold methane gas in cylinder stores. In these cases, delivery of the gas is by road trailer and the storage facility is provided with the necessary trailer access and means of unload ing. From the storage cylinders, the gas is passed through pressure control equipment before being distri buted through a pipework system to the point of usage. The storage area is located in an open environment and care must be taken to ensure separation from sources of oxidants, for example, oxygen stores.
There are other gases which are used in relatively small quantities (e.g.. for laboratory purposes) which also require assessment ol storage and safety require ments, some of these are:
Argon |
(Ar) |
Ethane |
(C2ll„) |
I'lhyk-ne |
((’JI,) |
Helium |
(He) |
Nitric oxide |
(NO) |
Nitrous oxide |
(N2O) |
Sulphur dioxide |
(SO.) |
Sulphur hexafluoride |
(SF„) |
Oxy-acetylene |
(O2/C2H2) |
These gases arc normally stored in cylinders and may be portable.
24 Pumped storage plant
The plant required for pumped storage power stations is in principle much simpler than on more conventional power stations because there is no prime requirement for boiler and fuel handling plant. However, because of the potential for providing system reserve and the need to maintain sufficient suction head during the pumping mode, other features and design methods are required which are not found on conventional stations. The principal features affecting the design and layout of the station plant are:
•Station rating.
•Operating response on start-up.
•Duty cycle (daily or weekly).
•Plant operating regime.
•Cost.
Pumped storage plant
•Environmental impact.
•High availability and reliability.
•Flooding hazard.
•Fire hazard.
The last two items in the list arc more important if the main plant is to be located underground. Flooding could be avoided by either complex isolation arrange ments such as bulkhead doors, or by qualifying the integrity of the hydraulic system. Combating the fire
hazard must concentrate |
on the arrangements |
for |
smoke venting, particularly from PVC cable fires, |
and |
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on the safe means of escape for personnel. |
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For the purposes of this |
description it is assumed that |
the plant is located underground. In the case of plant located at ground level, the plant items required will be the same butthe layout task is eased.
In designing the main plant layout some contingency must be made to cover the possibility of encountering severe faulting in the rock. For this reason the initial design will try to use the minimum possible excavation which has an impact on arrangements for initial con struction and subsequent maintenance of the plant. A balance is required which aims to minimise the con struction programme.
One strategy for minimising the risk of the project if poor ground is encountered is to use a number of
smaller |
chambers rather |
than |
one large chamber. |
During |
the development |
of the |
layout, consideration |
will be given to the most economical arrangement of multiple caverns to give flexibility of construction, so that if for any reason work is held up on one excava tion. work can continue on the others. This can be achieved by arranging multiple access routes to the main excavations. This strategy was adopted with great success on the Dinorwig project; Fig 2.91 shows the arrangement of tunnels and chambers in more detail. The underground complex consists of the machine hall, main inlet valve (MIV) gallery, draft tube valve (DTV) gallery and the transformer hall. The 400 kV transmission substation is located on the upper floor of
the |
transformer hall. Three major galleries, |
one for |
each |
pair of generator-motors, connect the |
machine |
hall with the transformer hall, and accommodate the generator-motor busbars and 11 kV electrical switch gear (see Fig 2.92). Within the machine hall there is a 9-storcy building accommodating control equipment, electrical plant and welfare facilities. At each end of the DTV gallery there is a chamber housing starting equipment for the generator-motors. Above the main complex a system of high level tunnels provides ventilation.
On discharge from the turbines, the water flows through the DTVs which isolate the pump-turbines when dewatering. The conduit between the DTV and the pump-turbine is the lowest part of the system and the arrangements for dewatering and drainage sumps are located at this point.
163
Station design and layout |
Chapter 2 |
ACCESS TUNNEL TO TAILV.ORKS ANO LLYN PER'S |
QI 400 kV CABLE TUNNELS |
(LOWER RESe«VOlR) |
I I HEATING AND VENTILATING |
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TUNNELS. SHAFTS |
Fig. 2.91 Dinorwig station tunnels complex
<
24.1 Hydraulic machines
Pumped storage requires the installation of two hy draulic machines, a pump and a turbine. The two functions can be either separate, as at Ffestiniog, or combined into a single reversible machine called a pump-turbine as has been used at Dinorwig. Figures 2.93 and 2.94 show the two arrangements. For reasons of economy the highest practicable running speed is necessary. Large hydro-electric plant is limited in running speed by the ability of the generator to withstand the maximum runaway speed of the turbine. For reversible pump-turbines the ratio of runaway speed to normal running speed is about 1:4 whereas for turbines the normal speed selected can be higher than for a turbine of the same output and head. However this higher speed requires a deeper submergence when operating in the pumping mode to avoid cavitation. In the case of underground power stations the economic penalty for this greater submergence is not very great since, apart from the small extra length of access , tunnels and penstocks, the total excavation is un
changed. Penalty in the civil works is more than compensated for by the lower machine costs. Design considerations for the generator-motor also influence
the speed selected. At Dinorwig a speed of 5<K) r/min was selected with a minimum submergence of 60 m at the runner centreline.
The pump-turbine structure is subjected to very large hydraulic forces and partial or complete embedment in concrete is sensible to physically restrain movement and to keep noise levels to acceptable levels.
24.2 Generator-motors
The generator-motors can cither be reversible as at Dinorwig, or have a single operating direction as at Ffestiniog. The latter is only possible when the hydrau lic machine modes of pump and turbine are realised in separate components. The factors affecting the choice of generator-motor are:
•Unit size and speed.
•Cost.
•Cooling and reliability.
•Physical size.
The specific speed of the pump-turbines dictates the generator-motor speed and many combinations are
164
MACHINE HALL UNIT 2
Fig. 2.92 Section through Dinorwig main plant
165
Station design and layout |
Chapter 2 |
TRANSFORMER |
SWITCHGEAR |
TURBINE
INLET PIPE
TURBINE
INLET VALVE
PUMP |
TURBINE |
DISCHARGE PIPE |
TURBINE SHAFT
PUMP COUPLING
PUMP SHAFT
STORAGE PUMP
DISCHARGE VALVE
GENERATOR < MOTOR
RESERVOIR
WATER LEVEL
£3
TURBINE
RELIEF
OUTLET
TURBINE
RELIEF VALVE
TURBINE
DRAFT TUBE
OUTLETS
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PUMP |
PUMP INLET |
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SUCTION |
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PIPE |
GATE |
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(CLOSED) |
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2 ■ STAGE DOUBLE INLET |
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STORAGE PUMP |
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PUMP INLET |
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NOTE:- |
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SCREENS |
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INTAKE GATES |
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WATER LEVELS ARE RELATIVE |
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TO ORDNANCE DATUM |
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NORMAL MAX LEVEL |
INTAKE TOWERS |
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502.4 m |
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STWLAN DAM |
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POWER STATION |
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CONCRETE |
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GENERATOR |
DRAFT TUBE |
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TRANSITION |
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PORTAL |
TURBINE |
GATE - |
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ACCESS CHAMBER |
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PUMP INTAKE |
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SCREEN ANO GATE |
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2 CONCRETE |
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UNEQ SHAFTS |
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NORMAL |
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INTERNAL DIAMETER |
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MAX LEVEL |
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187.9 m |
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PUMP |
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NORMAL MIN LEVEL |
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4 CONCRETE |
4 STEEL |
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4 STEEL |
NORMAL MIN LEVEL |
482.5 m |
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LINED TUNNELS |
LINED TUNNELS |
PENSTOCK PIPES |
182.3 m |
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3.25 m |
2.8 m |
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2.3 m |
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INTERNAL DIAMETER |
INTERNAL DIAMETER |
INTERNAL DIAMETER |
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FFESTINIOG PUMPED STORAGE SCHEME
Fig. 2.93 Ffestiniog hydraulic machines
166
Fig. 2.94 Dinorwig reversible pump-turbine
possible. The choice is usually made on economic grounds without resorting to large extrapolation from existing practice.
Costs usually favour a small number of large machines. This is because the size of the caverns increases greatly with many small machines, whereas the plant costs stay reasonably constant because the optimum speed of operation decreases with unit size, leading to more expensive electrical machines.
Generator-motors may be cooled either by air or water. Air cooling is currently just feasible up to 450 MW unit size but this requires the extrapolation of all the critical design features of the cooling system. Water cooling would offer a more secure engineering design but the reliability of the water-cooled machine may not be high enough. At Dinorwig, air cooling was used based on the following reservations about water cooling:
•CEGB experience of water-cooled stators.
•No international experience with reversible watercooled sets.
•Existing and proposed designs for water-cooled sets
did not include high air pressures within the machine; water leaks would be critical and cause damage to the stator windings.
•The large number of load cycles and stress cycles
specified |
for the |
project would give rise to |
accelerated |
thermal |
fatigue problems on water |
cooling pipes. |
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•There was no experience of reversible pump turbines at outputs as great as 450 MW with a high head of 500 m.
•There was no point in reducing the size of the rotor
by employing water cooling if additional inertia had to be built-in to maintain the required inertia constant.
• The 300 MW and 225 MW machines were within acceptable parameters for air cooling.
• The lack of experience of any set running at 600 r/min above 135 MW made the 500 r/min machine preferable.
167