Promoters. Presentation. Tunnel. Tim Smart Head of Engineering & Operations. 20 th October

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1 Promoters Tunnel Presentation Tim Smart Head of Engineering & Operations 20 th October

2 Tunnel Briefing Agenda 1. Why tunnel? 2. Operational aspects of tunnels 2.1 Safety requirements 2.2 Noise and vibration 2.3 Aerodynamics and porous portals 2.4 Vent shafts and smoke control 2.5 Energy requirements 3. Construction 3.1 Tunnelling techniques 3.2 Shaft construction 3.3 Settlement 3.4 Rate of tunnelling 3.5 Construction aspects 4. Costs implications 4.1 Costs of tunnelling 4.2 Land costs 4.3 Impact on programme 2

3 Tunnels Location 3

4 1. Why Tunnel? Terrain Chiltern Tunnel Long Itchington Connectivity South Heath Wendover Burton Green Greatworth Surface Disruption Cost effective Euston Northolt Bromford 4

5 Amersham Terrain Example: Chiltern Tunnel Chalfont St Giles Little Missenden Chalfont St Peter 5

6 Terrain Example: Chiltern Tunnel 6

7 Surface Disruption Example: Northolt Tunnel Northolt OOC Station 7

8 Surface Disruption Example: Northolt Tunnel 8

9 Connectivity Example: Burton Green Plan View 9

10 Connectivity Example: Burton Green Plan View 10

11 Tunnels Phase One Twin Bored Tunnel Cut & Cover Euston 7.4km London Clay South Heath 1.1km Chalk Northolt Chilterns Long Itchington Wood Bromford 14km London Clay/Lambeth/Chalk 13.4km Chalk 1.5km Penarth Group/Mercia Mudstone 2.8km Penarth Group/Mercia Mudstone Wendover Greatworth Chipping Warden Long Itchington Wood Burton Green 1.3km Chalk 2.1km Glacial Till/Oolite/Whitby Mudstone 2.5km Low Jurassic Marlstone/Mudstone 0.4km Penarth Group/Mercia Mudstone 0.5km Lower Carboniferous Mudstone 11

12 2. Operational Aspects of Tunnelling 2.1 Safety Arrangements 2.2 Noise and Vibration 2.3 Aerodynamics and Porous Portals 2.4 Vent Shafts and Smoke Control 2.5 Energy Requirements 12

13 2.1 Minimum Safety Requirements (TSI) Safe Area to the surface every 1 km or adjacent to independent tunnel tube every 500m Fire Fighting Points - Applies to all tunnels over 1 km and rolling stock dependent Tunnel Length 1 to 5 km - portals with minimum standing area 550 sq m Tunnels Length over 5km - every 5km depending on rolling stock characteristics Fire Fighting Point defined as Location inside or outside tunnel where fire fighting equipment can be used and passengers can evacuate Water supply capacity requires a minimum of 800 l/min for 2 hrs. 13

14 Tunnel Cross Passage 14

15 Emergency Train Evacuation 15

16 Evacuation Walkway 16

17 Tunnel Cross Passage Opening HS1 17

18 Typical Cross passage Door 18

19 2.2 Vibration INDICATIVE 1. Noise/ vibration of rail caused by train 2. Attenuation through trackform 3. Attenuation through tunnel and ground 4. Attenuation through building foundations 5. Attenuation through structure building 6. Possible amplification from resonance of building structure 19

20 Vibration mitigation via booted sleeper track 20

21 Tunnel Operational Noise HS2 vent shafts are designed, constructed, operated and maintained along with associated stationary equipment so that noise in the worst affected residential receptors, conforms to British Standard Guidance and achieves the aims of the Noise Policy Statement for England. Mechanical equipment within the vent shaft is only operated under the following circumstances: During an emergency; During maintenance when required to maintain an acceptable air quality environment; and During tunnel congestion when required to maintain an acceptable air quality environment. 21

22 2.3 Tunnel Aerodynamics Tunnel aerodynamics are a function of the interaction of key infrastructure and rolling stock parameters such as: Diameter and roughness of tunnel Length of tunnel Provision of tunnel draught relief Portal design Train speed and length Train aerodynamic profile The primary controlling factors are the train speed and the blockage ratio (i.e. train area/tunnel area). 22

23 Tunnel Aerodynamics Propagation of pressure wave 23

24 Porous Portal Slide 24

25 Porous Portal 25

26 Porous Portal 26

27 2.4 Vent Shafts Primary Purpose Smoke extract and control Pressure relief Access for emergency services Passenger comfort to keep air quality and temperature within acceptable limits Secondary Uses Tunnel boring machine maintenance intervention Access for railway maintenance 27

28 Vent Shafts along Bored Tunnels 28

29 Shaft Fans FANS FANS ARE FIXED PITCH, VARIABLE SPEED, REVERSIBLE DAMPERS ARE NORMALLY CLOSED DAMPERS DAMPERS UP TUNNEL DOWN TUNNEL 29

30 Shaft Fans FANS DAMPERS DAMPERS UP TUNNEL DOWN TUNNEL 30

31 Shaft Fans FANS DAMPERS DAMPERS UP TUNNEL DOWN TUNNEL 31

32 In Line Tunnel Fan 32

33 Fans for portal arrangement via Saccardo Nozzle 33

34 Saccardo Nozzle viewed from the tunnel 34

35 2.5 Increased energy use in Tunnels Traction power Energy required for the traction power of the trains increases in tunnels. In the open air 80% of the energy used by the train goes into overcoming air resistance. This increases to 90% in a tunnel. Increased power for Mechanical and Electrical plant and equipment Increase in energy costs for the railway due to the plant necessary for safety arrangements, for example: fans lifts fire mains emergency lighting plus tunnel integrity plant (e.g pumps, cooling arrangements) 35

36 3. Construction 3.1 Types of Tunnelling Techniques Applicable to HS2 Bored Tunnels Shield type machines with precast segmental tunnel lining. Used when surface access is very limited at depths typically below one tunnel diameter. Longer tunnel lengths where economical to use machine. Cut & Cover Tunnels ( Green Tunnels ) Typically concrete box structures constructed in excavated ground. Used at shallower depths where there is good surface access. Mined/Sprayed Concrete Lining Tunnels Mechanically excavated with sprayed concrete lining. Used in shorter drives or more complicated shapes, also in soft rock ground conditions. 36

37 Bored Tunnels Earth Pressure Balance Tunnel Boring Machine (EPBM) 37

38 Bored Tunnels HS1 EPBM in factory showing back up arrangements 38

39 Bored Tunnels Cutter Head 39

40 Bored Tunnels Slurry or Hydroshield Tunnel Boring Machine 40

41 Precast Tunnel Lining Manufacture Size Length - 300m Width - 100m Scale Length - 3 football pitches Width - 2 foot ball pitches 280m 50m 100m 100m INDICATIVE 41

42 Bored Tunnels Tunnel Ring Segments 42

43 Segment Yard & Drive Site Locations Washwood Heath M25 Northolt tunnel Harvil Road Old Oak Common 43

44 Mined tunnel Excavator 44

45 Sprayed Concrete Lining 45

46 Cut & Cover Green Tunnel 46

47 Cut and Cover Cross Section Construction of tunnels where all the ground above is cleared 47

48 Cut and Cover Construction Methodology 1 48

49 Cut and Cover Construction Methodology 2 49

50 HS1 Cut and Cover Under Construction 50

51 HS1 Cut and Cover Completed 51

52 Diaphragm Wall Construction 52

53 Diaphragm Wall Construction 53

54 Typical Plant for Cut & Cover Tunnel 54

55 3.2 Shaft Construction 55

56 Completed Shaft 56

57 Shaft Construction 57

58 Completed Shaft 58

59 Shaft Construction 59

60 Adit Construction 60

61 3.3 Settlement INDICATIVE 61

62 Settlement Protective Measures The primary form of settlement mitigation will be by good tunnelling practice, including continuous working. Where required additional measures (e.g. grouting and structural solutions) will be carried out based on a three stage assessment as set out in Information Paper C3: Ground Settlement. Phase 1 Assessment: A preliminary assessment based on green field conditions will be undertaken. Where the predicted settlement is less than 10 mm or less than 1/500 slope, no further assessment is required. Phase 2 Assessment: In the case of predicted settlement of more than 10mm or 1/500 slope, an individual building assessment will be carried out. If the potential damage classification is Category 2 (slight) or below - no further assessment is required. 62

63 Settlement Protective Measures Phase 3 Assessment: Where predicted settlement indicates potential damage classification of 3 (moderate) or higher, a detailed evaluation will be carried out with the aim to reduce the effects to acceptable levels. Where this is not possible further protective measures will be implemented. Settlement Deed. Properties within 30 metres of tunnels may apply for a Deed (as set out in information paper C3) to ensure that protective measures are implemented in accordance with the assessment criteria. 63

64 3.4 Rate of Tunnelling The rate of tunnelling is important in minimising settlement. This is achieved by operating tunnel boring machines appropriately (such as using Earth Pressure Balance machines in closed mode). In order to keep settlement to acceptable limits, HS2 has specified a maximum of 1% volume loss for bored tunnels. Continuous 24 hour tunnelling also minimises settlement as it does not allow time for the ground to fully relax. Other methods of controlling settlement include grouting techniques, particularly compensation grouting. 64

65 3.5 Construction Aspects (1) Construction Sites (2) 24 hours/ 7 days working (3) Supporting logistics including excavated material (4) Noise and Vibration 65

66 Construction Noise - Tunnel Drive Sites Tunnel drive sites generate similar noise levels to other large construction sites. Tunnelling activities and the associated local site material handling will be operated 24 hours a day. Noise mitigation is provided by the standard means such as hoarding, muffling, baffles and noise suppression on plant and equipment. Tunnel sites will be subject to the same HS2 procedures set out under the Code of Construction Practice and will be subject to Local Authority Approval under Section 61 of Code of Pollution Act

67 Construction Noise - Tunnel Boring Sound and vibration from the tunnel boring machine will be perceptible inside properties for a few days either side of the TBM as it passes beneath them. The effects of ground borne sound and vibration from the TBM on building occupants will be short term and hence they are not considered to be significant. 67

68 4. Costs of Tunnelling Factors Tunnel Size Ground Conditions (rate of progress) Groundwater/aquifers Material disposal methodology Number of shafts Cross Passages Ground treatment Settlement monitoring. 68

69 Costs of Tunnelling Fixed Costs TBM typically 15 to 20m Back up material handling similar costs order. Linear Costs Labour Lining materials Excavated material disposal Incremental Cost dependent on Surface arrangements for drive sites, reception sites, portal arrangements. Increase in shafts, cross passages, shaft M&E systems. Number of logistics vehicles 69

70 COST Cost vs. Length Additional Shafts + M&E plant for vent & smoke control Shaft + M&E plant for vent & smoke control Increase in cost per metre due to distance travelled by tunnel logistics requiring more spoil transport. INDICATIVE LENGTH km 70

71 Tim Smart 71

D7: TUNNEL CONSTRUCTION AND METHODOLOGY

HIGH SPEED TWO INFORMATION PAPER D7: TUNNEL CONSTRUCTION AND METHODOLOGY This paper outlines the proposed tunnelling methodology. It will be of particular interest to those potentially affected by the