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3.2 Nuclear stations

The CEGB has adopted the pressurised water reactor (PWR) as the basis for its new nuclear station which is being built at Sizewell construction works com­ menced in late 1987. It is hoped this 1200 MW ‘reference design’ will form the basis for a small programme of stations utilising similar technology which will be located at other suitable sites within the UK, subject to consents being given. Figures 2.11 and 2.12 show respectively a station plan and section through a typical PWR station.

3.3 Combined cycle gas turbines

These plants are an extension of gas turbine station developments where waste heat boilers are installed to recover heat from the gas turbine exhaust. This heat is utilised to produce steam which is employed to drive a steam turbine-generator, which can be either unitised with the individual gas turbines or ranged across a number of units.

The technology of such plants is well-established and their main benefit is the higher overall cycle efficiency which can be achieved. However, a premium fuel is normally required, and careful consideration of the relative merits of increased capital cost, long term fuel prices and reliability is required before such a plant can be installed. The CEGB has considered the station design options which could be adopted for this type of plant and Fig 2.13 illustrates a possible general plant configuration.

3.4 Wind power

Wind turbine-generators promise to play a prominent part in the field of alternative sources of energy, A 250 kW horizontal axis and a 100 kW vertical axis wind turbine generator have been installed as demonstration units on the CEGB’s Carmarthen Bay site, and a 1 MW machine is to be constructed at the Richborough site in the near future. There are also several other units with capacities up to 3 MW operational in the UK.

Figure 2.14 shows the wind turbines at the Carmar­ then Bay site.

The CEGB is supportive of the efforts of manufac­ turers to develop this source of energy and besides co­ operating with development proposals as they arise, is actively looking at the potential for wind turbine arrays for providing a contribution to its system capacity.

3.5 Tidal power

The potential for harnessing the tidal power of the River Severn and the River Mersey estuaries is being investigated. If found to be practicable and economic, such schemes could provide about 6% of the CEGB

Station design concepts

system needs, but probably not before the year 2000 at the earliest.

3.6 Geothermal energy

The CEGB will be providing substantial support for investigations into hot dry rock technology which will be carried out in the UK over the next few years. This involves tapping into hot dry rocks of 200°C and circulating water down to 6 km depths through fissures enlarged by hydraulic fracturing in order to capture heat. The best sites appear to exist in National Parks at exposed granite quarries in the south-west and north­ west of England. Reservoir behaviour, however, is proving currently more complex than anticipated.

3.7 Combined heat and power

Combined heat and power schemes have been used extensively by overseas utilities but not on a significant scale to date in the UK. The CEGB, however, remains interested in pursuing such schemes as and when suitable opportunities arise.

4Station design concepts

4.1Basic considerations

Major power stations on the CEGB system have for many years been planned from the onset to be com­ pleted with a given number of units of the same rating and to a similar layout. Where additional capacity is found to be necessary at a particular site in the future, then this has been accomplished by constructing a second 13 or third C station and so on until the total site capability has been developed.

The advantages of this process are that internally to an individual station’s development, the units are in all major aspects identical, and therefore the detailed station design is to a great measure reduced to design­ ing the first unit only. There are also operational advantages in having a standard arrangement for each unit in a station and a reduction in the quantity of spare parts which it is necessary to retain in stock. This concept of identical layout for each unit has become current practice for stations containing two or more units.

In terms of overall site layout, the construction of additional generating capacity by station rather than individual unit extensions has some practical advan­ tages. The design and construction of any new capacity can proceed independently of any existing generation facilities on the site and the designer is not required to make provision for some unknown future requirement. This allows the station design to be optimised with the proviso that it does not preclude future development of the remaining site area. . •

71

Station design and layout

Chapter 2

1

REACTOR BUILDING

20 WORKSHOPS

2

AUXILIARY BUILDING

21 MAIN STORES BUILDING

3

FUEL BUIl DING

22 WELFARE BUILDING

4

TURBINE HOUSE ANNEXE

23

ADMINISTRATION BUILDING

5

TURBINE HOUSE

24 FIRE FIGHTING PUMPHOUSE

6

GENERATOR TRANSFORMER

25 TOWN WATER RESERVOIR

7

WAFER TREATMENT PLANT

26

GATE HOUSE

8

HYDROGEN PRODUCTION PLANT

27

RESERVE ULTIMATE HEAT SINK

9

HYPOCHLORITE PRODUCTION PLANT

28

STATION TRANSFORMER

10 CIRCULATING WATER PUMPHOUSE

29

COj STORE

11 SEAtPlT

30 BULK CHEMICAL STORE

12 NITROGEN STORE

31

OXYGEN STORE

13 AUXILIARY BOILER HOUSE

32 EMERGENCY FEED WATER MAKE UP RESERVOIR

14 DIESEL HOUSE

33

400 KV SUBSTATION

15 CONTROL BUILDING

34

GAS BOTTLE STORE

16 ACCESS CONTROL ANNEXE

35

BULK HYDROGEN (CYLINDER) STORE

17 DECONTAMINATION SHOP

36

LUB OIL / GREASE I SOLVENT STORE

18 RADWASTE BUILDING

37 GARAGES ' FIRE STATION

t9 AUXILIARY SHUTDOWN BUILDING

38 CAR PARK

Fig. 2.11 PWR station layout

72

Station design concepts

KEY

 

 

1

FUEL BUILDING

17

CABLE TUNNELS

2

FLASK RECEPTION

18

FEED PUMPS (6)

3

FLASK DECONTAMINATION

19

CW OUTLET

4

FUEL TRANSFER CANAL

20

DEAERATOR

5

FUEL HANDLING MACHINE

21

LUB OIL PLANT

6

FLASK HANDLING CRANE

22

HP HEATERS

7

SECONDARY CONTAINMENT

23

CONDENSERS

8

REACTOR BUILDING

24

LP HEATERS

9

POLAR CRANE

25

MOISTURE SEPARATOR REHEATER

10

HEAD PACKAGE MAINTENANCE

26

TURBINE HOUSE CRANE (2)

11

PLANT ACCESS HATCH

27

TURBINE GENERATOR

12

REFUELLING MACHINE

28

EXTRACTION PUMPS

13

REACTOR PRESSURE VESSEL

29

CW INLET

14

STEAM GENERATORS (4)

30

POLISHING PLANT

15

REACTOR COOLANT PUMPS

31

GENERATOR TRANSFORMER

16

SAFETY VALVE VENTS

 

 

Fig. 2.12 Section through PWR station

Station developments allow technological changes to be accommodated in discrete steps and with a reason­ able number of installed units, which allows an effec­ tive and efficient supporting infrastructure to be pro­ vided. It also permits an operationally-efficient staffing regime to be established avoiding the complexities of different technologies and operating procedures on the same station.

Ultimately, decommissioning and demolition of time-expired stations can be undertaken in a discrete package with the cleared area again being available for redevelopment as and when required, independently of any other generation facilities on the site. Figure 2.15 shows how this philosophy is currently being applied to the CEGB’s Hams Hall site.

4.2 Design objectives

/The objectives of any aspect of power station design, given a specific fuel type and choice of steam cycle, are to achieve the lowest capital cost and ease of construc­ tion, together with simplicity and efficiency in the

operation and maintenance of the station over its projected life. These objectives are not easily achieved. Realistic station designs are evolved over long periods of time and result from the input of experience and the continued re-evaluation of the variables which influence the design process. The experience and the rules and regulations which contribute to this process may vary from utility to utility and therefore a differing emphasis may be placed on the contributing elements which, ultimately, can influence the final result. How­ ever, whichever station design is finally adopted the process will require consideration of a range of factors which influence the primary objectives and which are outlined as follows; the order is not intended to denote priority as these will be utility specific:

Efficient operation

Reliability of operation.

Safety in operation.

Simplicity of operation.

73

Station design and layout

Chapter 2

1

GAS TURBINE

8 LOCAL CONTROL ROOM

2

GAS TURBINE GENERATOR

9 3.3kV SWITCHROOM AND BATTERY ROOM

3

AIR INLET FILTER HOUSE

10

415V SWITCHGEAR ROOM

4

STARTING SUPPLIES STANDBY TRANSFORMER

11

WASTE HEAT BOILER

5 PHASE SEGREGATED MAIN CONNECTIONS

12 GAS SILENCER

6 UNIT TRANSFORMER

13

STEAMTURBINE

7 GENERATOR TRANSFORMER

14 ABOVE GROUND STEAM AND FEED PIPE BRIDGE

Fig. 2.13 Combined cycle gas turbine station layout

74

$tat c " design concepts

l iG. 2.14 Wind turbines at Carmarthen Hay site (see also colour photograph between pp 66 and pp 67)

75

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