Appendix ITALY Valsassina Tunnel near Lecco (Lombardy)

Similar documents
Appendix FRANCE Lyon Croix-Rousse Tunnel

Appendix FRANCE Annecy Tunnel Courier

FROM THE CLASSICAL FIRE FIGHTING WATER SUPPLY TO STRUCTURE AND SMOKE GAS COOLING TAKING GLEINALMTUNNEL AS AN EXAMPLE; PART II

VENTILATION DURING TUNNEL CONSTRUCTION INDUSTRY CONSIDERATIONS

VENTILATION OF PROTECTED AREAS IN ROAD TUNNELS

THE TÚNEL LA LÍNEA - A CHALLENGE FOR VENTILATION AND SAFETY

Appendix BELGIUM Brussels Belliard Tunnel

Tunnel Ventilation The Actual State of the Art

Sizing of extraction ventilation system and air leakage calculations for SR99 tunnel fire scenarios

VENTILATION AND ESCAPE FACILITIES FOR SHORT CUT-AND- COVER URBAN TUNNELS

LONGITUDINAL AIR VELOCITY CONTROL IN A ROAD TUNNEL DURING A FIRE EVENT

Road Traffic Signs in Germany

NUMERICAL INVESTIGATION OF THE FLOW BEHAVIOUR IN A MODERN TRAFFIC TUNNEL IN CASE OF FIRE INCIDENT

Tools for safety management Effectiveness of risk mitigation measures. Bernhard KOHL

Design Criteria. Design Criteria

HORN PROHIBITED NO PARKING NO STOPPING STRAIGHT PROHIBITED NO ENTRY

IMPLEMENTATION. PEDESTRIAN USERS (Continued /) A: Class 2 Pedestrian / Cycle Ways. Pedestrian and Cycle Ways:

Road Safety Facilities Implemented in Japan

On the design and control of complex tunnel ventilation systems applying the HIL tunnel simulator

TUNNEL SAFETY BY VENTILATION AN ILLUSION?

Reference Points. Guide to Road Tunnel Safety Documentation

Gas Accumulation Potential & Leak Detection when Converting to Gas

Lecture 10 : Sewer Appurtenances

PLACEMENT OF SIGNS RECOMMENDED PRACTICES SUB-SECTION

Safety, ventilation and climate in rail tunnels

Figure 3B-1. Examples of Two-Lane, Two-Way Marking Applications

THE INFLUENCE OF PRESSURE GRADIENTS ON VENTILATION DESIGN SPECIAL FOCUS ON UPGRADING LONG TUNNELS

MUTCD Part 6G: Type of Temporary Traffic Control Zone Activities

INTERSECTION DESIGN. Bicycle Facility Workshop Intersections 4-1

OPTIMISATION OF VENTILATION IN THE CASE OF A FIRE IN ROAD TUNNELS

AN INVESTIGATION OF LONGITUDINAL VENTILATION FOR SHORT ROAD TUNNELS WITH HIGH FIRE HRR

ROUNDABOUTS/TRAFFIC CIRCLES

CONSTRUCTION SPECIFICATION

Guidance. ATTACHMENT F: Draft Additional Pages for Bicycle Facility Design Toolkit Separated Bike Lanes: Two-Way to One-Way Transitions

FLOW CONSIDERATIONS IN INDUSTRIAL SILENCER DESIGN

IMPLEMENTATION. PEDESTRIAN USERS (Continued /) Building Frontages: A: Stair Applications. Geometry (Accessed from the Sidewalk) Refer to A:

CHAPTER 8 STAKING SIGNALS AND LIGHTING FIELD GUIDE. 8.1 Staking Traffic Control Signal Systems

Quantitative risk assessment and risk-based decision making

Transferring and Storage

Galva Fire Department SOP

VENTILATION AND DISTANCE OF EMERGENCY EXITS IN STEEP BI-DIRECTIONAL TUNNELS

METRO System Design. Witt&Sohn AG Aug-11

RAILWAY LEVEL CROSSING CHECKLIST Road Safety Review of Railway Crossings

AUSTRIAN RISK ANALYSIS FOR ROAD TUNNELS Development of a new Method for the Risk Assessment of Road Tunnels

INDEX. Geometric Design Guide for Canadian Roads INDEX

CONFINED SPACE ENTRY PROGRAM

GUIDELINES FOR EMERGENCY TRAFFIC CONTROL

FIRE & LIFE SAFETY STANDARD

Wilson County Emergency Management Agency 110 Oak Street Lebanon, Tennessee 37087

PERFORMANCE ACTIVITY 613 IMPACT ATTENUATOR WORK DESCRIPTION 3

AIRFLOW GENERATION IN A TUNNEL USING A SACCARDO VENTILATION SYSTEM AGAINST THE BUOYANCY EFFECT PRODUCED BY A FIRE

CHECKLIST 5: ROADWORK TRAFFIC SCHEME AUDIT

Designing with the Railroad

Update to DOTD Roundabout Design Policy

CHAPTER 3 SIGNS, SIGNALS AND PAVEMENT MARKINGS. Responsible Driving (Red book) NOTES & STUDY GUIDE

COMPLETE STREETS DURING CONSTRUCTION

Chapter 11. Culverts and Bridges Design Checklist for Culvert Design

CHAPTER 6H. TYPICAL APPLICATIONS

Road Markings. Lecture Notes in Transportation Systems Engineering. Prof. Tom V. Mathew

Examiner s Report March 2013

Traffic Control & Road Closures for Special Events

Superstreet Concepts & Application. Prepared by: PAPE-DAWSON ENGINEERS, INC. October 16, 2012

Grade Separated Intersection

2017 Temporary traffic control guidelines for pedestrians. v.2

CHAPTER 3A. GENERAL PAGE CHAPTER 3B. PAVEMENT AND CURB MARKINGS PAGE

Section 9A.07 Meaning of Standard, Guidance, Option, and Support

GEOMETRIC DESIGN STANDARDS FOR NEW RESIDENTIAL SUBDIVISION STREETS TABLE 1A CG-6 CURB AND GUTTER SECTION

AIRFLOW MEASUREMENT IN ROAD TUNNELS

This Manual Part recommends functional/operating guidelines for control of automatic grade crossing warning systems. Draft

Plan prepared for: Brennan Paving and Construction. Plan prepared by: Direct Traffic Management

CONSIDERATION OF DENSITY VARIATIONS IN THE DESIGN OF A VENTILATION SYSTEM FOR ROAD TUNNELS

MEMORANDUM TERESA MCCLISH, COMMUNITY DEVELOPMENT DIRECTOR SUBJECT: CONSIDERATION OF RESTRICTING PARKING ADJACENT TO 170 AND 171 BRISCO ROAD

PROBLEMS ON VENTILATION IN COMPLEX CITY TUNNELS

complete streets design and construction standards public primer City of Edmonton

OLDER PEOPLE INDEPENDENT MOBILITY FOR LIVEABLE COMMUNITIES. Christopher G B (Kit) Mitchell

Thorough Examination and Test of Local Exhaust Ventilation Systems to Regulation 9 of the COSHH Regulations 2002 (as amended)

Signs. signs, signals and road markings. in this chapter

COMPLEX COMMISSIONING AND QUANTITATIVE TESTING OF THE GOTTHARD BASE TUNNEL VENTILATION SYSTEM

HOW SAFE CAN A TUNNEL BE HOW SAFE WILL IT BE? USERS PERSPECTIVE A Dangerous Driving Companion

CHAPTER 1 STANDARD PRACTICES

City of Margate, Florida. Neighborhood Traffic Management Manual

Appendix Work Zone Traffic Control

Field Instruction. Protect Horizon Power employees and contractors from a potential hazard.

Beginning School Bus Driver Curriculum UNIT IX. FIELD TRIPS and TRAFFIC CONTROL DEVICES. Revised 09/2011 Revised 10/2013 (Instructional Content)

IGO GROUP SAFETY STANDARD 30 - WORKPLACE VENTILATION INDEPENDENCE GROUP NL

(This page left intentionally blank)

CHAPTER 2F. TOLL ROAD SIGNS. Table 2F-1. Toll Road Sign and Plaque Minimum Sizes

Control of Nuclear Gloveboxes and Enclosures Using the No- Moving-Part Vortex Amplifier (VXA)

BASIC FREEWAY CAPACITY STUDIES Definitions

General References Definitions. (1) Design Guidance. (2) Supporting Information

TRAFFIC CONTROLS FOR BICYCLE FACILITIES

APPLCATIONS OF POSITIVE PRESSURE VENTILATION DURING AIRPORT AND ARFF INCIDENTS. Leroy B. Coffman III, Tempest Technology Corporation, USA

SCALE MODEL EXPERIMENT FOR THE VENTILATED AIR INTERFERENCE AT INTERMITTENT TUNNELS

Designing Pedestrian Facilities for Accessibility. Module 8 Maintenance of Pedestrian Facilities and Alternate Pedestrian Access Routes in Work Zones

Document Control Identification. Document History. Authorisation

Mounting and operating instructions EB 2530 EN. Self-operated Pressure Regulator. Pressure Reducing Valve Type M 44-2

Layout Guidelines. Overview

Jobs Safety Analysis Start Date: 11/9/2009

(HIGHWAY GEOMETRIC DESIGN -1)

SWIFT SunGuide Center September 2016

Transcription:

Appendix 2.12 - ITALY Valsassina Tunnel near Lecco (Lombardy) 1. SUMMARY The Valsassina tunnel is located along the National Road 36 (SS36), from Milan towards Valsassina in the town of Lecco with about 50,000 inhabitants (Figures 1a and 1b). It started operating in 2006. The construction methods are: (i) cut and cover from Lecco portal to Lecco ventilation shaft (ii) drill and blast from Lecco ventilation shaft to the Poggi portal. Figure 1a: Geographical Location of Valsassina Tunnel The main tunnel has a single tube operated with bidirectional traffic. The tunnels at the junctions are operated with unidirectional traffic. Figure 1b: Tunnel entrance in Lecco (google link to visit the inside of the tunnel: https://www.google.it/maps/@45.844505,9.404296,3a,75y,156.75h,86.46t/data=!3m4!1e1!3m2!1sf_ugvl5trb_ycuv3i0xol w!2e0) The layout of the tunnel its interchanges is schematically shown in Figure 2. It is characterised by a main bidirectional tunnel that extends for about 3300 m, connecting the locations denominated Lecco and Poggi (towards Valsassina). At about mid of the tunnel there are two main junctions that allow the access to and from the area called Ospidale (Hospital). 1/5

VALSASSINA LECCO POGGI K OSPIDALE B A C L D A BIONE Between K and L the main tunnel includes a ventilation gallery in the vault. Ramp A B Figure 2: schematic of Valsassina Tunnel 2. MAIN CHARACTERISTIC 2.1 GEOMETRY Main Tunnel Tunnel length at the top of the vault (without artificial portions at the entrances): 3,316 m Average elevation above sea level: 265 m Cross section: 44 m2 from Lecco entrance to station 1650 m and 67 m2 from station 1650 m to Poggi entrance Average slope: 2.8% from Lecco entrance to station 1650 m and 5.0% from station 1650 m to Poggi entrance Vertical clearance: 4.75 m Number of lanes: 2 Width of the lanes: 3.75 m Pedestrian sidewalks: one for each side, each 0.85 m wide Interchange The tunnel includes an underground interchange with four ramps between the main tube and the Ospedale portal. The ramps have partly one lane and partly two lanes for a total length of 2,200 m. It cross section is 38 m 2 (ramps A and C) and 45 m 2 (ramps B and D). Cross section Figure 3a shows the tunnel cross section at Lecco side, with a single duct for air injection and extraction, while figure 3b shows the tunnel cross section at Bione side with separate ducts for air injection and extraction. The tunnel includes 10 safety shelters and escape routes towards the open air (figure 4) and 5 lay-bys. 2/5

Figure 3: Cross sections of Valsassina Tunnel. 3a Lecco side 3b Bione side Figure 4: Cross section of Valsassina Tunnel with safety shelter and escape route to the outside 2.2 TRAFFIC CONDITIONS Average annual traffic 3,200,000 vehicles, 10% of which are HGV or trucks and 8% busses and light lorries Design speed: 70 km/h Traffic conditions in the tunnel are monitored through CCTV network and laser scanner systems (8 sections), which allow one to obtain detailed information about the number and type of vehicles, distances between vehicles and speed. 2.3 VENTILATION The ventilation system includes 20 sections with 3 or 4 jet fans (EV in figure 5) installed on the soffit of the main tunnel and at the junctions. It includes two ventilation plant rooms, called Centrale Lecco and Centrale Bione. Ventilation plant rooms are equipped with axial fans to supply fresh air or extract exhaust air or smokes through stacks installed on the top of the tunnel and 85 dampers. Supply and extraction dampers are calibrated in order to supply and extract the required mass flow rate during the normal operation, and are equipped with actuators. During the normal operation conditions, the longitudinal ventilation of the main tunnel and of the ramps is sufficient. This is supplied via jet fans from the Lecco, Poggi and Ospedale portals. Air is moved towards the Bione ventilation plant room, where it is extracted from a large extraction point located at the soffit, immediately below the ventilation plant room, and from the extraction point located at the exhaust air ventilation duct upstream and downstream of the ventilation plant room. In the case of large traffic conditions, it is possible to supply fresh air from the reversible ventilation duct fed by the Lecco plant room, and by using the fresh air channels fed by the Bione ventilation plant room. 3/5

In the case of fire, smoke is locally extracted from the exhaust air channel, through the extraction openings close to the fire, while the other extraction openings are closed. In the meantime, the longitudinal velocity is reduced using the jet fans, in order to make the smoke extraction easier and avoid the smoke propagation through the tunnel. The procedure for activating smoke extraction and ventilation as well as the traffic lights to close the tunnel to traffic is automatic and started by the control room in Bellano. A longitudinal velocity measurement system is used to manage the ventilation system in the case of fire. Fire detection can be performed through CCTV systems as well as linear detection of temperatures through fibre laser thermal sensitive cable installed along the whole tunnel. Figure 5: Schematic of the Valsassina tunnel ventilation system 2.4 ENVIRONMENTAL ISSUES An environment control system is installed, which measures CO, NO, opacity, and longitudinal velocity of the air in the tunnel. A traffic control system is also installed. This system is used to manage the ventilation system for air quality, and to adjust the ventilation system for the various traffic conditions. The automatic system is operated from the control room. Acoustic attenuators are installed on the soffit and on tunnel walls close to the exits towards the external environment. 2.5 FACILITIES AND OPERATION EQUIPMENT Traffic lights with three lights are installed at each portal, light signals with fluorescent lamps (speed escape ways, hydrants, lay-bay, etc.), reflecting signals with visibility indications and roadway separations, LED guiding lights on the kerbs. Stainless steel boxes containing the emergency phones and the emergency equipment, fire hose, fire extinguisher and other light signalling devices for emergency and alarm are installed along the tunnel. The maximum distance between boxes is 250 m. Water firefighting system fed by pressurisation groups installed at the Ospedale and Bione plant rooms. Five electric transformer cabins that provide electricity to the plants. Emergency electricity generators and uninterruptible power supply units (UPS) installed in the cabins. Lighting system, equipped with dimmers, with high-pressure sodium lamps. The safety lighting system installed all along the tunnel in order to provide sufficient light to the users to locate the various paths in the case of failure of the main lighting system. 4/5

Centralised technical management systems (GTC) installed in order to operate the various tunnel plant rooms. The supervision room is located in a building at the Ospedale portal. Iso-frequency radio system with external antennas and radiant cable on the vault for communication between the tunnel operators, external maintenance personnel, safety personnel and police. Figure 6 shows details of the horizontal signals and ventilation system. Figure 6: Details of horizontal signals (a), ventilation system at a junction (b), ventilation system with acoustic attenuators (c) 5/5