Presentation to HS2 top management on the lessons learned from the Crossrail project using tunnel ventilation as a case study and with special emphasis on how to avoid costly project overruns in the future.
TUNNEL VENTILATION AND SAFETY - PAPAR PRESENTED AT IPWE SEMINAR 2014Hitesh Khanna
The presentation covers the basics of Railway tunnel Ventilation and Safety in the context of Pir Panjal Tunnel T-80.
The basic reference document has been UIC Codex 779-9.
Tunnel ventilation ppt tunnel asia 2013Hitesh Khanna
THis presentation deals with Tunnel Ventilation concepts, with special reference to T80, India's longest transportation tunnel across Pir Panjal range, connecting Jammu region to Kashmir valley
This document discusses ventilation systems in tunnels. There are various types of ventilation systems provided during tunnel construction and operation to remove dust and gases. Longitudinal ventilation systems move air longitudinally through the tunnel to exhaust pollutants from the construction area. Natural ventilation systems rely on air moving from one portal to another through the tunnel. Mechanical ventilation systems use electric fans and blowers to exhaust gases and blow fresh air through the tunnel. Proper ventilation is essential for worker safety by removing dust, smoke and gases during tunnel construction.
mine environment engineering
Intrinsic safety and flameproof apparatus in mines
research and development on explosions in mines
prevention of explosion in mines
As our road networks become more crowded, the use of
tunnels and underpasses is expanding, both to improve
traffic flow, and to protect local environments from
increased traffic exposure.
Within tunnels, where maintenance access can be limited,
and where corrosive atmospheric conditions are common,
reliable performance of the lighting system is critical, as is
the need for the absolute minimum of operational
maintenance requirements.
Posted by Ing. Ivan Trejo R.
This document provides an overview of road tunnel fire safety modeling and design. It discusses key standards like NFPA 502 and outlines typical fire safety features in road tunnels. Fixed fire fighting systems and ventilation design are examined in detail, including the benefits of each. Computational fluid dynamics (CFD) and one-dimensional modeling approaches are presented as tools to analyze ventilation and fire scenarios. Future challenges like aging infrastructure and cyber security are also noted.
Tunnels can be constructed using various methods depending on factors like geological conditions and the length and diameter of the tunnel. Traditional methods include cut-and-cover where a trench is excavated and covered, drill-and-blast where explosives are used to break rock, and the use of tunnel boring machines. The New Austrian Tunnelling Method (NATM) employs flexible supports and monitoring to optimize reinforcement based on the rock type. It relies on conserving the inherent strength of the surrounding rock mass.
The document provides information on the New Austrian Tunneling Method (NATM). It discusses the history and origins of NATM, highlighting its first use in Austria in the 1960s. The document also outlines the key principles and features of NATM, including mobilizing the strength of the rock mass, shotcrete protection, measurements, primary lining, closing the invert, rock mass classification, and dynamic design. The sequence of executing a tunnel using the NATM approach is also described.
TUNNEL VENTILATION AND SAFETY - PAPAR PRESENTED AT IPWE SEMINAR 2014Hitesh Khanna
The presentation covers the basics of Railway tunnel Ventilation and Safety in the context of Pir Panjal Tunnel T-80.
The basic reference document has been UIC Codex 779-9.
Tunnel ventilation ppt tunnel asia 2013Hitesh Khanna
THis presentation deals with Tunnel Ventilation concepts, with special reference to T80, India's longest transportation tunnel across Pir Panjal range, connecting Jammu region to Kashmir valley
This document discusses ventilation systems in tunnels. There are various types of ventilation systems provided during tunnel construction and operation to remove dust and gases. Longitudinal ventilation systems move air longitudinally through the tunnel to exhaust pollutants from the construction area. Natural ventilation systems rely on air moving from one portal to another through the tunnel. Mechanical ventilation systems use electric fans and blowers to exhaust gases and blow fresh air through the tunnel. Proper ventilation is essential for worker safety by removing dust, smoke and gases during tunnel construction.
mine environment engineering
Intrinsic safety and flameproof apparatus in mines
research and development on explosions in mines
prevention of explosion in mines
As our road networks become more crowded, the use of
tunnels and underpasses is expanding, both to improve
traffic flow, and to protect local environments from
increased traffic exposure.
Within tunnels, where maintenance access can be limited,
and where corrosive atmospheric conditions are common,
reliable performance of the lighting system is critical, as is
the need for the absolute minimum of operational
maintenance requirements.
Posted by Ing. Ivan Trejo R.
This document provides an overview of road tunnel fire safety modeling and design. It discusses key standards like NFPA 502 and outlines typical fire safety features in road tunnels. Fixed fire fighting systems and ventilation design are examined in detail, including the benefits of each. Computational fluid dynamics (CFD) and one-dimensional modeling approaches are presented as tools to analyze ventilation and fire scenarios. Future challenges like aging infrastructure and cyber security are also noted.
Tunnels can be constructed using various methods depending on factors like geological conditions and the length and diameter of the tunnel. Traditional methods include cut-and-cover where a trench is excavated and covered, drill-and-blast where explosives are used to break rock, and the use of tunnel boring machines. The New Austrian Tunnelling Method (NATM) employs flexible supports and monitoring to optimize reinforcement based on the rock type. It relies on conserving the inherent strength of the surrounding rock mass.
The document provides information on the New Austrian Tunneling Method (NATM). It discusses the history and origins of NATM, highlighting its first use in Austria in the 1960s. The document also outlines the key principles and features of NATM, including mobilizing the strength of the rock mass, shotcrete protection, measurements, primary lining, closing the invert, rock mass classification, and dynamic design. The sequence of executing a tunnel using the NATM approach is also described.
The document discusses potential sources of heat in mines which must be accounted for in mine ventilation system design. It identifies various internal and external sources of heat including surface air, rock walls, compression in shafts, groundwater, machinery, lighting, human metabolism, oxidation, blasting, and rock movement. It also discusses the physiological effects of heat and humidity on miners, how the human body regulates temperature, and potential heat-related illnesses like heat stroke, heat cramps, and heat exhaustion.
Tunnel making methods and tunnel boring machine mohammadsalikali
The document discusses various tunnel construction methods. It begins with an introduction to tunnels and their purposes. It then covers traditional/classical methods that were used until the late 19th century such as the English, German, and Austrian systems which involved hand excavation and timber supports. More modern methods discussed include cut-and-cover, drill-and-blast, tunnel boring machines (TBMs), immersed tunnels, and tunnel jacking. Factors in choosing a method include geological conditions, tunnel size/length, surface impacts, and construction speed/costs.
SenseTek Bandweaver Road Tunnels Linear Heat Detection-dtsHans Bronkhorst
with the FireLaser DTS Distributed Temperature Sensing Technology you have the solution for high reliability and effective fire detection in road tunnel infrastructure. SenseTek is a specialized partner for Bandweaver in the Netherlands and can offer full support on the fiber optic thermal detection. email to sensetek@senstek.nl
NATM (New Austrian Tunneling Method ) in TunnelingHamed Zarei
1. NATM (New Austrian Tunneling Method) is a flexible tunneling method that utilizes shotcrete, wire mesh, rock bolts, and lattice girders for tunnel support. It mobilizes the strength of the rock mass and uses dynamic design that adapts the support based on rock conditions.
2. Excavation in NATM progresses from top heading to benches in poor rock. It is done in small sequential cells to support unstable ground. Primary lining of shotcrete is applied immediately after excavation.
3. Rock mass is classified using methods like RQD, RMR, and Q-factor to determine appropriate support. Flexible shotcrete and bolting allow adaptation to changing geology encountered during tunnel
The document discusses requirements for mechanical ventilation and smoke control systems. Some key points:
1) Ductwork must be constructed of approved materials and adequately supported. Insulation for associated pipework must have a flame spread rating of Class 1 or Class 0.
2) Air intake and exhaust openings must be located at least 5m from each other. Smoke detectors are required in some air return streams.
3) Protected exit shafts and smoke lobbies cannot contain ductwork. Ventilation for exit staircases must be supply-only and independent of other systems.
1. ii Highway Alignment,, Engineering Survey and feasibility study.pdfEr. Bam Bhandari
The document discusses highway alignment and engineering surveys. It explains that highway alignment includes horizontal and vertical alignment, with horizontal alignment consisting of tangents and curves defined by radius and deflection angle. Engineering surveys for highway projects are conducted in four stages - map study, reconnaissance, preliminary surveys, and final location and detailed surveys. The reconnaissance survey is a rapid survey to study feasibility and reduce alternative routes. Preliminary surveys further evaluate selected alternatives using instruments. The final survey accurately locates the selected route on the ground to provide details for construction.
Pressurisation Systems in residential and commercial buildings
Pressurisation Systems CPD
Approved Document B to the Building Regulations requires smoke ventilation to escape stairs and, under some circumstances, common lobbies and/or corridors in residential buildings. Pressurisation is one way of meeting this requirement.
This seminar covers:
An explanation of the basic legislative requirements and how these are achieved
The various design approaches
Specifying the equipment
This document provides an overview of tunnel engineering. It defines a tunnel as an underground passage for transport. Tunnels are constructed to reduce transport distances and costs, provide underground transport systems, and offer safety during warfare. Tunnels can be rectangular, elliptical, circular, or horseshoe-shaped depending on purpose and conditions. Soft ground tunnels are excavated manually while hard rock uses explosives. Construction methods include forepoling, linear plates, and needle beams depending on terrain. Proper ventilation, drainage, and lining are required for safety and stability during and after construction.
1) The lecture discusses various topics related to tunnel design including cross sections, alignment, costs, and installations.
2) Different tunnel profiles are presented for various transportation purposes like roads, railways, and underground water conduits. Factors like cross sectional area, aerodynamic pressure, and costs are compared between single and double tube tunnel designs.
3) Key considerations for tunnel alignment include geological conditions, traffic needs, environmental impacts, and safety. Installations discussed include systems for traffic control, telecommunications, ventilation, fire protection, lighting, and drainage.
The document summarizes drilling and blasting equipment used in mining and construction. It describes various types of drills like percussion drills, abrasion drills, and fusion piercing. It also discusses components of drilling like drills, drill bits, and different drilling patterns. The document then explains the blasting process which involves using explosives like dynamite, detonators, fuses, and blasting caps. Proper handling and transportation of explosives is important for safety. The blasting procedure involves making blast holes, inserting charges, tamping, and detonating with a fuse or detonator.
Griffin specializes in dewatering and groundwater control for challenging construction projects using techniques like wells, wellpoints, and relief wells to separate water from soil and control groundwater levels. Proper dewatering is important as it allows for safer and more efficient construction by improving soil properties and intercepting water, while improper dewatering can have consequences like unstable excavations and increased costs. The document then provides details on dewatering methods, considerations for selecting a system, and several case studies of Griffin's dewatering work on large infrastructure projects.
Tunnel engineering involves constructing underground passages through various materials like hard rock and soft soils. Key aspects of tunnel engineering include preliminary considerations like geological investigations of the tunnel route to understand ground conditions, selecting an appropriate tunnel shape and size based on factors like surrounding material and purpose, and using methods like timbering and shafts to excavate the tunnel safely. Drilling equipment suitable for the rock type and purpose is used to drill blast holes for excavating rock tunnels. Safety measures like adequate ventilation and drainage are also important considerations in tunnel engineering.
The document discusses drainage systems for tunnels. It explains that drainage systems control water entering tunnels during and after construction by preventing excess water and removing what does enter. Water comes from wash water used during drilling and groundwater. Drainage systems are either temporary, using open ditches or pumping, or permanent, including central drains, corrugated roofing with side drains, or single side drains. Central drains use a sloped drainage ditch to move water towards portals for pumping. Single side drains are suitable when tunnels only require a single lane and use a single large drain. Open ditches are simplest but work best in impervious soils and rock. Pumping systems collect water in sumps and use piston or
This document discusses trenching and excavation methods. It defines trenching as digging a narrow opening in the ground, typically deeper than it is wide, to install or maintain underground pipes, cables, or conduits. Excavation refers to any man-made opening or depression in the earth. The document describes different trenching methods including conventional excavation, drill and blast, and chain trenching. It also discusses trench safety considerations like sloped or benched walls based on soil type and depth.
This document discusses various methods of tunneling in soft soil, including timbering methods like the fore-poling method and needle beam method, as well as other methods like the shield method and compressed air method. It provides details on the sequence of operations and characteristics of different tunneling methods based on the type of soft soil present, including challenges around maintaining air pressure for compressed air tunneling.
Distribution and control of mine air standards of ventilationSafdar Ali
The document discusses methods for controlling and distributing air currents in mines. It describes how controlling air quantity and direction is necessary for safety and supplying required air to mine areas. Methods to reduce, increase, or stop airflows include increasing airway resistance using regulators, adjusting fan pressure, erecting stoppings or installing doors. Parallel airways are most effective for increasing airflow quantity and reducing power consumption. Other topics covered include splitting air currents, ventilation control devices like stoppings, doors, and regulators, as well as quantity and pressure requirements to dilute gases and supply sufficient oxygen.
This document provides an overview of fire protection systems. It discusses the three elements required for combustion (fuel, oxygen, heat source) and the four classes of fires (A, B, C, D). It also describes the three components of structural fire protection: passive fire protection which includes fire-resistant walls and floors to limit fire spread; active fire protection such as sprinkler systems and fire alarms; and education regarding these systems. Specific types of passive fire protection like fire-rated walls, floors, and closures are also outlined. Finally, categories of active fire protection including fire suppression, sprinkler systems, fire detection, and hypoxic air fire prevention are summarized.
This document discusses various aspects of railway track design including gradients, horizontal and vertical curves, super-elevation, and transition curves. It provides formulas for calculating ruling gradient, super-elevation, safe speeds on curves, and other key design elements. Track must be designed to suit the loads and speeds of trains based on safety and economic standards. Proper gradient, curvature, and super-elevation are necessary for smooth train operation.
CPD Presentation: Smoke Ventilation using ShaftsColt UK
CPD Seminar - Smoke Ventilation Using Shafts
Shaft ventilation in residential and commercial buildings
Prescriptive staircase requirements for fire fighting and means of escape in residential buildings:
Ventilation of fire fighting stairs
Natural ventilation to BS 5588 Part 5
Natural shafts to BS 5588 Part 5
BRE Shafts to BS 5588 Part 5
Mechanical shafts as an alternative solution
Ventilation of common corridors in residential buildings:
Natural ventilation to ADB 2006
Natural Shafts to ADB 2006
Pressurisation/ mechanical ventilation
Extended travel distances in common corridors using mechanical shafts
This document discusses various aspects of railway engineering including ballast, sleepers, rails, fishplates, level crossings, points and crossings, wheel coning, tractive resistances, track stresses, hauling capacity, buckling due to temperature stresses, and stresses in rails, sleepers, ballast and formation. Key topics covered are types of ballast, functions of ballast crib and cess, types of sleepers, components that join rails together, and factors that influence stresses and load distribution throughout the track structure.
The document describes the AT-HD Heavy Duty Actuator Series from Air Torque. The series provides higher torque actuators for heavy duty applications based on a scotch yoke design. The actuators can be customized with options like travel stops, power modules, temperature ranges, materials, coatings, and manual overrides. Air Torque tests all actuators in-house to ensure quality and reliability.
- Continuous Emissions Monitoring Systems (CEM) company established in 1983 and provides environmental monitoring equipment including ambient air quality monitoring and CEM systems.
- The company has over 40 staff and locations across the UK, Ireland, Middle East, and other regions. It provides optical absorption spectroscopy CEM systems using OPSIS analyzers to directly monitor stack emissions without extracting samples.
- Key benefits of the OPSIS CEM systems include being non-extractive, requiring no sample system, ability to measure multiple gases, high availability due to simple design, and service and support from ET.
The document discusses potential sources of heat in mines which must be accounted for in mine ventilation system design. It identifies various internal and external sources of heat including surface air, rock walls, compression in shafts, groundwater, machinery, lighting, human metabolism, oxidation, blasting, and rock movement. It also discusses the physiological effects of heat and humidity on miners, how the human body regulates temperature, and potential heat-related illnesses like heat stroke, heat cramps, and heat exhaustion.
Tunnel making methods and tunnel boring machine mohammadsalikali
The document discusses various tunnel construction methods. It begins with an introduction to tunnels and their purposes. It then covers traditional/classical methods that were used until the late 19th century such as the English, German, and Austrian systems which involved hand excavation and timber supports. More modern methods discussed include cut-and-cover, drill-and-blast, tunnel boring machines (TBMs), immersed tunnels, and tunnel jacking. Factors in choosing a method include geological conditions, tunnel size/length, surface impacts, and construction speed/costs.
SenseTek Bandweaver Road Tunnels Linear Heat Detection-dtsHans Bronkhorst
with the FireLaser DTS Distributed Temperature Sensing Technology you have the solution for high reliability and effective fire detection in road tunnel infrastructure. SenseTek is a specialized partner for Bandweaver in the Netherlands and can offer full support on the fiber optic thermal detection. email to sensetek@senstek.nl
NATM (New Austrian Tunneling Method ) in TunnelingHamed Zarei
1. NATM (New Austrian Tunneling Method) is a flexible tunneling method that utilizes shotcrete, wire mesh, rock bolts, and lattice girders for tunnel support. It mobilizes the strength of the rock mass and uses dynamic design that adapts the support based on rock conditions.
2. Excavation in NATM progresses from top heading to benches in poor rock. It is done in small sequential cells to support unstable ground. Primary lining of shotcrete is applied immediately after excavation.
3. Rock mass is classified using methods like RQD, RMR, and Q-factor to determine appropriate support. Flexible shotcrete and bolting allow adaptation to changing geology encountered during tunnel
The document discusses requirements for mechanical ventilation and smoke control systems. Some key points:
1) Ductwork must be constructed of approved materials and adequately supported. Insulation for associated pipework must have a flame spread rating of Class 1 or Class 0.
2) Air intake and exhaust openings must be located at least 5m from each other. Smoke detectors are required in some air return streams.
3) Protected exit shafts and smoke lobbies cannot contain ductwork. Ventilation for exit staircases must be supply-only and independent of other systems.
1. ii Highway Alignment,, Engineering Survey and feasibility study.pdfEr. Bam Bhandari
The document discusses highway alignment and engineering surveys. It explains that highway alignment includes horizontal and vertical alignment, with horizontal alignment consisting of tangents and curves defined by radius and deflection angle. Engineering surveys for highway projects are conducted in four stages - map study, reconnaissance, preliminary surveys, and final location and detailed surveys. The reconnaissance survey is a rapid survey to study feasibility and reduce alternative routes. Preliminary surveys further evaluate selected alternatives using instruments. The final survey accurately locates the selected route on the ground to provide details for construction.
Pressurisation Systems in residential and commercial buildings
Pressurisation Systems CPD
Approved Document B to the Building Regulations requires smoke ventilation to escape stairs and, under some circumstances, common lobbies and/or corridors in residential buildings. Pressurisation is one way of meeting this requirement.
This seminar covers:
An explanation of the basic legislative requirements and how these are achieved
The various design approaches
Specifying the equipment
This document provides an overview of tunnel engineering. It defines a tunnel as an underground passage for transport. Tunnels are constructed to reduce transport distances and costs, provide underground transport systems, and offer safety during warfare. Tunnels can be rectangular, elliptical, circular, or horseshoe-shaped depending on purpose and conditions. Soft ground tunnels are excavated manually while hard rock uses explosives. Construction methods include forepoling, linear plates, and needle beams depending on terrain. Proper ventilation, drainage, and lining are required for safety and stability during and after construction.
1) The lecture discusses various topics related to tunnel design including cross sections, alignment, costs, and installations.
2) Different tunnel profiles are presented for various transportation purposes like roads, railways, and underground water conduits. Factors like cross sectional area, aerodynamic pressure, and costs are compared between single and double tube tunnel designs.
3) Key considerations for tunnel alignment include geological conditions, traffic needs, environmental impacts, and safety. Installations discussed include systems for traffic control, telecommunications, ventilation, fire protection, lighting, and drainage.
The document summarizes drilling and blasting equipment used in mining and construction. It describes various types of drills like percussion drills, abrasion drills, and fusion piercing. It also discusses components of drilling like drills, drill bits, and different drilling patterns. The document then explains the blasting process which involves using explosives like dynamite, detonators, fuses, and blasting caps. Proper handling and transportation of explosives is important for safety. The blasting procedure involves making blast holes, inserting charges, tamping, and detonating with a fuse or detonator.
Griffin specializes in dewatering and groundwater control for challenging construction projects using techniques like wells, wellpoints, and relief wells to separate water from soil and control groundwater levels. Proper dewatering is important as it allows for safer and more efficient construction by improving soil properties and intercepting water, while improper dewatering can have consequences like unstable excavations and increased costs. The document then provides details on dewatering methods, considerations for selecting a system, and several case studies of Griffin's dewatering work on large infrastructure projects.
Tunnel engineering involves constructing underground passages through various materials like hard rock and soft soils. Key aspects of tunnel engineering include preliminary considerations like geological investigations of the tunnel route to understand ground conditions, selecting an appropriate tunnel shape and size based on factors like surrounding material and purpose, and using methods like timbering and shafts to excavate the tunnel safely. Drilling equipment suitable for the rock type and purpose is used to drill blast holes for excavating rock tunnels. Safety measures like adequate ventilation and drainage are also important considerations in tunnel engineering.
The document discusses drainage systems for tunnels. It explains that drainage systems control water entering tunnels during and after construction by preventing excess water and removing what does enter. Water comes from wash water used during drilling and groundwater. Drainage systems are either temporary, using open ditches or pumping, or permanent, including central drains, corrugated roofing with side drains, or single side drains. Central drains use a sloped drainage ditch to move water towards portals for pumping. Single side drains are suitable when tunnels only require a single lane and use a single large drain. Open ditches are simplest but work best in impervious soils and rock. Pumping systems collect water in sumps and use piston or
This document discusses trenching and excavation methods. It defines trenching as digging a narrow opening in the ground, typically deeper than it is wide, to install or maintain underground pipes, cables, or conduits. Excavation refers to any man-made opening or depression in the earth. The document describes different trenching methods including conventional excavation, drill and blast, and chain trenching. It also discusses trench safety considerations like sloped or benched walls based on soil type and depth.
This document discusses various methods of tunneling in soft soil, including timbering methods like the fore-poling method and needle beam method, as well as other methods like the shield method and compressed air method. It provides details on the sequence of operations and characteristics of different tunneling methods based on the type of soft soil present, including challenges around maintaining air pressure for compressed air tunneling.
Distribution and control of mine air standards of ventilationSafdar Ali
The document discusses methods for controlling and distributing air currents in mines. It describes how controlling air quantity and direction is necessary for safety and supplying required air to mine areas. Methods to reduce, increase, or stop airflows include increasing airway resistance using regulators, adjusting fan pressure, erecting stoppings or installing doors. Parallel airways are most effective for increasing airflow quantity and reducing power consumption. Other topics covered include splitting air currents, ventilation control devices like stoppings, doors, and regulators, as well as quantity and pressure requirements to dilute gases and supply sufficient oxygen.
This document provides an overview of fire protection systems. It discusses the three elements required for combustion (fuel, oxygen, heat source) and the four classes of fires (A, B, C, D). It also describes the three components of structural fire protection: passive fire protection which includes fire-resistant walls and floors to limit fire spread; active fire protection such as sprinkler systems and fire alarms; and education regarding these systems. Specific types of passive fire protection like fire-rated walls, floors, and closures are also outlined. Finally, categories of active fire protection including fire suppression, sprinkler systems, fire detection, and hypoxic air fire prevention are summarized.
This document discusses various aspects of railway track design including gradients, horizontal and vertical curves, super-elevation, and transition curves. It provides formulas for calculating ruling gradient, super-elevation, safe speeds on curves, and other key design elements. Track must be designed to suit the loads and speeds of trains based on safety and economic standards. Proper gradient, curvature, and super-elevation are necessary for smooth train operation.
CPD Presentation: Smoke Ventilation using ShaftsColt UK
CPD Seminar - Smoke Ventilation Using Shafts
Shaft ventilation in residential and commercial buildings
Prescriptive staircase requirements for fire fighting and means of escape in residential buildings:
Ventilation of fire fighting stairs
Natural ventilation to BS 5588 Part 5
Natural shafts to BS 5588 Part 5
BRE Shafts to BS 5588 Part 5
Mechanical shafts as an alternative solution
Ventilation of common corridors in residential buildings:
Natural ventilation to ADB 2006
Natural Shafts to ADB 2006
Pressurisation/ mechanical ventilation
Extended travel distances in common corridors using mechanical shafts
This document discusses various aspects of railway engineering including ballast, sleepers, rails, fishplates, level crossings, points and crossings, wheel coning, tractive resistances, track stresses, hauling capacity, buckling due to temperature stresses, and stresses in rails, sleepers, ballast and formation. Key topics covered are types of ballast, functions of ballast crib and cess, types of sleepers, components that join rails together, and factors that influence stresses and load distribution throughout the track structure.
The document describes the AT-HD Heavy Duty Actuator Series from Air Torque. The series provides higher torque actuators for heavy duty applications based on a scotch yoke design. The actuators can be customized with options like travel stops, power modules, temperature ranges, materials, coatings, and manual overrides. Air Torque tests all actuators in-house to ensure quality and reliability.
- Continuous Emissions Monitoring Systems (CEM) company established in 1983 and provides environmental monitoring equipment including ambient air quality monitoring and CEM systems.
- The company has over 40 staff and locations across the UK, Ireland, Middle East, and other regions. It provides optical absorption spectroscopy CEM systems using OPSIS analyzers to directly monitor stack emissions without extracting samples.
- Key benefits of the OPSIS CEM systems include being non-extractive, requiring no sample system, ability to measure multiple gases, high availability due to simple design, and service and support from ET.
Catalog: Inverter Mitsubishi FR-D700 Global
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DĐ: 0904 676 925
The document describes a GSA-REL releasing module that can be used to control sprinkler and fire suppression systems. It has built-in timers, four abort modes, supervised circuitry for reliability, and manual and automatic control functions. The module can be used for deluge and pre-action sprinkler systems as well as other fire extinguishing systems like CO2 and dry chemicals. It has specifications for its electrical ratings and environmental conditions.
Development of a 300 kWe Integrated Axial Turbine and Generator for ORC Appli...Keith D. Patch
2nd International Seminar on ORC Power Systems: Turbo Expanders II, Rotterdam, The Netherlands
Publisher: ASME, International Gas Turbine Institute (IGTI)
Abstract
Concepts NREC has completed its design and development of an integrated high speed axial turbine and permanent magnet generator. The Turbine –Generator Unit (TGU) is ideal for ORC applications for its compactness, reliability, and versatility. The 20,000 rpm TGU does not use a shaft seal or gearbox and the generator is evaporatively cooled using the ORC working fluid. The TGU is designed with the intent of having the same turbine housing and generator used with a range of operating ORC fluid operating pressures and temperatures to enable its wide spread use in a variety of ORC heat recovery applications. The rotor and nozzle stators are changed to aerodynamically optimize the performance of the turbine at different ORC fluid operating conditions and flow rates. The output voltage of the generator can range from 300 to 480 VAC and at 50 hz and 60 hz. This facilitates its use in waste heat recovery applications throughout the world. This technical paper will review the mechanical and electrical design features of the turbine-generator unit.
(1) The FR-D700 series of inverters from Mitsubishi provides highly reliable control of motors with enhanced safety functions and long design life.
(2) It has a built-in safety stop function that meets international standards and allows immediate shutoff of output using an external emergency stop device.
(3) Additional features include high starting torque control, extended lifetime of components like capacitors and cooling fans, easy replacement of parts, and compliance with international directives and regulations.
Ebm papst - Optimising building performance and reducing energy consumptionGlobal Business Intel
This document discusses how EC (electronically commutated) fan technology can optimize building performance and reduce energy consumption compared to traditional AC fans. It provides an introduction to ebm-papst, the energy consumption in legacy buildings, benefits of EC fans like integrated speed control and increased efficiency. Case studies demonstrate energy savings of up to 78% in air handling units, fan coils, and data center CRAC units through replacing AC fans with EC fans.
The document discusses advances in fan coil unit technology and controls presented by Mick Holland. It provides an overview of Ability Projects, a supplier of fan coil units, and their product ranges. It then covers EC motors, pressure independent control valves, and modern controller capabilities for fan coil units. The Matrix range is introduced as a fully packaged fan coil unit with smart pod fans, individual duct pressures, and no need for volume control dampers. Benefits of variable air volume control strategies using the Matrix are discussed.
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Thiết bị Điện Công Nghiệp - Điện Hạ Thế: http://dienhathe.vn
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Mitsubishi inverter catalog-mitsubishi-inverter-fr-d700-global-160426015217Dien Ha The
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This document provides product data on Carrier rooftop air conditioning units. It includes details on:
- Features and benefits of the units such as ease of installation, maintenance, and use
- Model number nomenclature explaining the coding system
- Available factory-installed options and field-installed accessories such as economizers, motors, controls, coils, and curbs
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The document summarizes Angus Place Colliery's installation of booster fans to temporarily improve ventilation in the Angus Place East area until a new ventilation shaft was completed. Five potential locations for the booster fans were modeled, and it was decided to install three axial fans in an intake airway. A risk assessment was conducted and monitoring systems were put in place. Commissioning tests showed the fans were performing as expected to meet ventilation goals until the new shaft was finished.
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The case studies explain how the projects were completed, look at power consumption before & after, with the resulting significant energy savings together with excellent ROI’s. In addition, further benefits such as improved monitoring and preventative maintenance are also discussed.
[youtube https://www.youtube.com/watch?v=D58MelgRw9w]
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Similar to HS2 Tunnel Ventilation - lessons learned from Crossrail 2018_12_12 (20)
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7. Attenuators
(silencers)
and acoustic
liningFans
What is it?
Dampers 48 Fans
869 Damper modules
Road LevelUp to 130dB
Number and configuration of
dampers is critical for system
performance
ExtractSupply
2 or 3 fans in each
vent shaft
8. What does it provide?
Three primary functions:
Comfort cooling
Extraction of
poisonous fumes
Smoke control
9. Scope: Central Operating Section
Central Operating
Section (Tunnelled)
8 sub-surface stations
2 intermediate shafts
Route Control Centre (RCC)
Romford
Back-up Control
Facility (BUCF)
Ilford
17. The three primary interfaces
On interfaces
Ventilation
Control
System (VCS)
SignallingComms.
Stations and
Shafts
• Indirect interface
with OHLE - for
safety during TVS
maintenance
• Indirect interface
with signalling – for
control of train
movements during
TVS maintenance
18. VCS receives from Signalling:
Train position
Headcode
VCS transmits to Signalling:
Availability of ventilation shafts
Signalling interface
Ventilation
Control
System (VCS)
Signalling
ONLY WHEN TRAIN IS COMMUNICATING IN
CBTC MODE – non-responsive trains or yellow
plant in possessions will not register
Important for
human factors
and ESM Must be reflected
in Operator
training scenarios
19. VCS receives from Comms.:
Cross-passage door status
VCS transmits to Comms.:
Request to turn on tunnel lights
Comms. interface
Ventilation
Control
System (VCS)
Comms.
Comms.
TVS modes change when
doors are opened
(historical – now obsolete)
20. VCS receives from Stations and Shafts:
Over Platform Extract (OPE) status
VCS transmits to Stations and Shafts:
Request to turn on OPE
Request to turn on Variable Speed Drive (VSD)
room cooling
Stations and Shafts interface
Ventilation
Control
System (VCS)
Stations and
Shafts
OPE duct
Leaves a safe
environment for
passengers to
evacuate
21. VSD room cooling
VSD room
TVS fans
Variable Speed
Drives
Variable Speed
Drives
Without cooling the room
will heat up rapidly and the
VSDs will shut down
At this point we have a shaft
out of service – possibly
during a fire incident
Vent control system requests
room cooling is activated
before VSDs power up
VSD room cooling is a critical
interface and must be
included in testing and
commissioning
Next
Slide
Required
considerable post-
design rework by the
stations
23. Noise attenuation measures
Acoustic lining at
Farringdon East
• 1000’s of sq-metres of acoustic lining across the project
• Security rated acoustic doors – double doors – ...
• Expensive: £X,000,000s six figures plus
• Maintenance impact is unquantified
25. Protecting passengers
Max 2 trains Max 2 trains
Overrunning
engineering work
Limits the
number of trains
involved in a fire
incident
Max 2 trains
A ventilation
section
Parasite time delay must be design out so far as is
reasonably possible to prevent service disruption
TVS is
maintenance
intensive!
• Scaffold or MEWP?
• Permanent handrail
or temporary?
• Handover/handback
procedure?
26. Impact of urban realm
New substation
building for OSD by
others
Opening is too
narrow – fans have
to be disassembled
before removal
Tottenham Court
Road
Define urban realm
requirements
27. Proximity to OLE
Tunnel
isolation and
draught relief
dampers
Canary Wharf
Mandatory
safety
procedures
Delayed
access
More system
downtime
Electrical
exclusion zone
Maintainer
25kV Rigid overhead
line equipment (OLE)
29. www.systecon.co.uk
OPUS10 Overview
SPARES MODELLING AND MAINTENANCE
PLANNING
SPARES SUPPLY
• Optimised Assortment
• Repair Strategy
• Supply Solutions
Availability is key!
Gung-ho! It’ll work on the
day simply isn’t good
enough!
30. Our use of Opus10
Establish the anticipated system and sub-system
downtime
Game Changes to the Design, More Dampers, Less
Dampers
Faster Response, Slower Response?
Improve Sub-contractor Service Levels?
Tasks per Year, a new company so how many
employees
Changed our thinking to Planning of Maintenance
being a key to success
33. Result C/E Curve
Poorly performing system
(but less expensive to maintain)
Better performing system
(but more expensive to
maintain)
Diminishing returns with higher
expenditure
34. What's unusual in our tables
Redundancy
Multiple Systems embedded with ‘Systems’
Station as a ‘System’, Systems as ‘Stations’
Uneven Fitted Quantities (3 Fans, 2 Fans,
Dampers, Attenuators … Almost no two shafts the
same)
Using ‘Tasks’ and ‘Task Breakdown’ to crosscheck
our PM Time
35. Systems, LRU, Redundancy and MPID
ROOT, Fictive root
PAD-W, Paddington Station (West)
PAD-E, Padd ington Sta tion (East)
BOS-W, Bond Street Station (West)
BOS-E, Bond Stree t Station (West)
TCR-W, TCR Station (West)
TCR-E, TCR Station (East)
FAR-W, Farringdon Station (West)
FAR-E, Farringdon Station (East)
LIS-W, Liverpool Street Station (West)
LIS-E, Liverpool Street Station (East)
WHI-W, Whitechapel Station (West)
DRD-E 1621,
DAMPER MODULE (GENERIC), MODULE (DAMPER)
9
RCEL015 , ACTUATOR
RCEL028 , ACTUATOR
4
MPID DRD, DUMMY ITEM FOR PM ASSOCIATION ONL Y
DRD-E 1621 MODULES, Redun dancy link DRD-E 1 621 MODULES8/9
A
DAMPER MODULE (GENERIC), MODULE (DAMPER)
DRD-W 1622,
DAMPER MODULE (GENERIC), MODULE (DAMPER)
9
RCEL015 , ACTUATOR
RCEL028 , ACTUATOR
4
MPID DRD, DUMMY ITEM FOR PM ASSOCIATION ONL Y
DRD-W 1622 MODULES, Re dundancy link DRD-W 1622 MODULES8/9
A
DAMPER MODULE (GENERIC), MODULE (DAMPER)
TID-E 1611,
DAMPER MODULE (GENERIC), MODULE (DAMPER)
9
RCEL015 , ACTUATOR
RCEL028 , ACTUATOR
4
MPID TID, DUMMY ITEM FOR PM ASSOCIATION ONLY
TID-E 1611 MODULES, Re dundancy link TID-E 1611 MODULES8/9
A
DAMPER MODULE (GENERIC), MODULE (DAMPER)
TID-W 1612,
DAMPER MODULE (GENERIC), MODULE (DAMPER)
6
RCEL038 , ACTUATOR
3
MPID TID, DUMMY ITEM FOR PM ASSOCIATION ONLY
TID-W 1612 MODULES, Redundancylink TID-W 1612 MODULES5/6
A
DAMPER MODULE (GENERIC), MODULE (DAMPER)
TVF-A 1 601, ASSEMBL Y FAN ISOLATION DAMPER + TVF
FID-A 1631,
DAMPER MODULE (GENERIC), MODULE (DAMPER)
6
RCEL028 , ACTUATOR
6
MPID FID, DUMMY ITEM FOR PM ASSOCIATION ONLY
FID-A 1631 MODULES, Redundancylink FID-A 1 631 MODULES5/6
A
DAMPER MODULE (GENERIC), MODULE (DAMPER)
TVF-A 1 601 COMPONENTS, COMPONENTS OF TVF INCLUDING FAN, DUCTS
ASA-A 1681, ATMOSPHERE SIDE ATTENUATOR
ATD-A 1691, ATMOSPHERE SIDE DUCT
FAN (GENERIC), FAN
MPID TVF, DUMMY ITEM FOR PM ASSOCIATION ONLY
MPID FPP, DUMMY ITEM FOR PM ASSOCIATION ONLY
MPID VSD, DUMMY ITEM FOR PM ASSOCIATION ONLY
DR_FAN (GENERIC), Direct repair of FAN
TSA-A 1671A, TUNNEL SIDE ATTENUATOR
TTD-A 1694, TUNNEL SIDE DUCT
TVF-B 1602, ASSEMBLY FAN ISOLATION DAMPER + TVF
FID-B 1632,
DAMPER MODULE (GENERIC), MODULE (DAMPER)
6
RCEL028 , ACTUATOR
6
MPID FID, DUMMY ITEM FOR PM ASSOCIATION ONLY
FID-B 1632 MODULES, Re dundancy link FID-B 1632 MODULES5/6
A
DAMPER MODULE (GENERIC), MODULE (DAMPER)
TVF-B 1602 COMPONENTS, COMPONENTS OF TVF INCLUDING FAN, DUCTS
ATD-B 1692, ATMOSPHERE SIDE DUCT
FAN (GENERIC), FAN
MPID TVF, DUMMY ITEM FOR PM ASSOCIATION ONLY
MPID FPP, DUMMY ITEM FOR PM ASSOCIATION ONLY
MPID VSD, DUMMY ITEM FOR PM ASSOCIATION ONLY
DR_FAN (GENERIC), Direct repair of FAN
TSA-A 1671B, TUNNEL SIDE ATTENUATOR
TTD-B 1695, TUNNEL SIDE DUCT
UPD-E 1641,
DAMPER MODULE (GENERIC), MODULE (DAMPER)
2
RCEL015 , ACTUATOR
2
MPID UPD, DUMMY ITEM FOR PM ASSOCIATION ONLY
UPD-E 1641 MODULES, Redundancy link UPD-E 1641 MODULES1/2
A
DAMPER MODULE (GENERIC), MODULE (DAMPER)
UPD-W 1642,
DAMPER MODULE (GENERIC), MODULE (DAMPER)
2
RCEL015 , ACTUATOR
2
MPID UPD, DUMMY ITEM FOR PM ASSOCIATION ONLY
UPD-W 1642 MODULES, Redundancylink UPD-W 16 42 MODULES1/2
A
DAMPER MODULE (GENERIC), MODULE (DAMPER)
WHI-W COMMON,
MPID MCC, DUMMY ITEM FOR PM ASSOCIATION ONL Y
MPID AUXDB, DUMMY ITEM FOR PM ASSOCIATION ONLY
MPID ACTDB, DUMMY ITEM FOR PM ASSOCIATION ONLY
MPID IS, DUMMY ITEM FOR PM ASSOCIATION ONLY
MPID UPEG, DUMMY ITEM FOR PM ASSOCIATION ONLY
MPID TSA, DUMMY ITEM FOR PM ASSOCIATION ONLY
MPID ASA, DUMMY ITEM FOR PM ASSOCIATION ONLY
MPID TTD, DUMMY ITEM FOR PM ASSOCIATION ONLY
MPID ATD, DUMMY ITEM FOR PM ASSOCIATION ONLY
MPID TAG, DUMMY ITEM FOR PM ASSOCIATION ONLY
WHI-E, Whitechapel Station (East)
STG, Stepney Gree n Shaft
ELS, Eleanor Stree t Shaft
CWS-W, Canary Wharf Station (West)CWS-W, Canary Wharf Station (West)
CWS-E, CanaryWh arf Station (East)
WOO-W, Woolwich Statio n (West)
WOO-E, Woolwich Station (East)
• Preventive maintenance is normally linked to a system or
an item.
• Can also be linked to an explicit material position.
• This makes it possible for us to define different preventive
maintenance and difference maintenance activities for the
same type of item depending on its position in the system.
• In our case preventive maintenance tasks are linked to
systems as the same item has different characteristics,
such as frequency or replacement data, in different
positions of a system.
36. Support Structure
System IDQuantity
1 BOS-E
1 BOS-W
1 CWS-E
1 CWS-W
1 ELS
1 FAR-E
1 FAR-W
1 LIS-E
1 LIS-W
1 PAD-E
1 PAD-W
1 STG
1 TCR-E
1 TCR-W
1 WHI-E
1 WHI-W
1 WOO-E
1 WOO-W
DEPOT
MAXST =0
PA.. .
STORE
PLUMSTEAD
DEPOT
TVS SUPPLIER
DEPOT
MAXST =0
PA.. .
DEPOT
MAXST =0
BO...
DEPOT
MAXST =0
BO...
DEPOT
MAXST =0
TC...
DEPOT
MAXST =0
TC...
DEPOT
MAXST =0
FA. ..
DEPOT
MAXST =0
FA. ..
DEPOT
MAXST =0
LI S-...
DEPOT
MAXST =0
LI S-...
DEPOT
MAXST =0
WH...
DEPOT
MAXST =0
WH...
DEPOT
MAXST =0
ST...
DEPOT
MAXST =0
ELS ...
DEPOT
MAXST =0
CW...
DEPOT
MAXST =0
CW...
DEPOT
MAXST =0
WO. ..
DEPOT
MAXST =0
WO. ..
U168.0hD168.0hFAST
U24.0h D24.0h FAST
U24.0h D24.0h FAST
U24.0h D24.0h FAST
U24.0h D24.0h FAST
U24.0h D24.0h FAST
U24.0h D24.0h FAST
U24.0h
D24.0h
FAST
U
24.0h
D
24.0h
FAST
U24.0hD24.0hFAST
U24.0hD24.0hFAST
U
24.0h
D
24.0h
FAST
U24.0h
D24.0h
FAST
U24.0h D24.0h FAST
U24.0h D24.0h FAST
U24.0h D24.0h FAST
U24.0h D24.0h FAST
U24.0h D24.0h FAST
U24.0h D24.0h FAST
1 PA D-W (... 1 PA D-E (1. ... 1 BO S-W (.. . 1 BO S-E (1.... 1 TCR-W (.. . 1 TCR-E (1... 1 FA R-W (... 1 FA R-E (1. ... 1 LIS-W ( 1.. .. 1 LIS-E (1.0... 1 W HI-W (.. . 1 W HI-E (1.... 1 STG (1. 00... 1 ELS (1.000) 1 CW S-W (. .. 1 CW S-E (.. . 1 W OO-W ... 1 W OO-E (1.0. ..
Support strategy for CWS-W
37. Downtime and its influence on Design
C/E-Curve Diagram
0 5000 10000 15000 20000
[GBP]
Life Support Cost *
0
200
400
600
[Hours]
Annual Down Time
12Jul17: WHI-E
12Jul17: WHI-W
12Jul17: LIS-E
12Jul17: LIS-W
12Jul17: FAR-E
12Jul17: FAR-W
12Jul17: TCR-E
12Jul17: TCR-W
12Jul17: BOS-E
12Jul17: BOS-W
12Jul17: PAD-E
12Jul17: PAD-W
1987 *1987 *
546.84546.84
Case: 12Jul17
Point: 1
Subset: PAD-W
LSC=1987 GBP *
ADT=546.84
Case: 12Jul17
Point: 1
Subset: PAD-W
LSC=1987 GBP *
ADT=546.84
* Note: Cost for all systems/stations
38. The So What for Crossrail
Modified Support Contracts
Changes from Calendar to Operating Hours
Lean Activity to reduce Maintenance Downtime
Associated to Inspection and Cleaning
Future … Perhaps some “Spares Selection”
Wider selection of “assets” to study
39. How Opus 10 helped us reduce the Delta
Saves time and cost on
construction.
Graphical user interface makes it easy to convey complex ideas to a
diverse audience.
…and better
quality result!
Enabled us to direct investment to the areas which
would have the greatest impact on the
performance of the operational railway.
This was not necessarily the intuitive area.
42. Lessons to be learned
Crossrail TVS is
very complex!
43. A risk Masterclass – the 3min version
Project ‘Utopia’Risk
Time
Residual risk
Start Finish
Very
good!
Project ‘Reality’
Close to
end
𝜹
𝜹 = 𝒖𝒏𝒌𝒏𝒐𝒘𝒏 𝒖𝒏𝒌𝒏𝒐𝒘𝒏𝒔
Residual risk
Still OK!
44. How to manage risk better next time
Move client from risk gatekeeper to risk partner
Take responsibility for risk earlier the programme
Remove inefficiency by bringing risk back to basics
Who owns the risk?
Who controls the risk?
Be the race winner
Use technology and people to see risk coming, contain
it early and adapt quickly
45. How to manage risk better next time
A holistic risk strategy
Broaden the scope of risk to include less traditional
construction risks like operational impact and ILS
A more connected view of risk across the business
RACI: Engineering – Operations – Maintenance –
Business
Clear lines of communication
Understand what you are trying to achieve
46. Thought for the day: integration
Engineering
Operations
Business
Maintenance CRL
SIRP
Etc.
MIRP
Integrate amongst
ourselves - first
Present CRL with a
single target model
Help CRL to help
us
47. Thought for the day: role of client
RfL
CRL
Contractors
Experts in
designing and
building
Experts in
managing
contractors
Experts in
OPERATING A
RAILWAY!
Provide Leadership!
48. Mind map – lessons learned
Some themes to look out for:
Urban
realm
Noise
Maintenance
planning
Operator
Contractor
management
Risk
Leadership
Integration
RACI
Downtime
Yellow
plant
Workload
Operating
strategy
52. Coffee time conundrum #1
Wide high-
level walkway
Narrow low-
level walkway
Cable trays,
lights etc.
Where do you put the fire
main?
Guiderail
53. Coffee time conundrum #2
Train on
fire
Clean air to protect
passengers and
firefighters
Station – and safety
How do you get
passengers past
here safely?
54. Coffee time conundrum #3
Train on
fire
Stepney
Green
Eleanor
Street
How do you manage fire
fighter ingress and passenger
egress through the same
intervention only shaft?
• Lock the door?
• Use signage?
• What about stairway pressurisation?
56. Blockage of the air path
Services
Acoustic attenuation
Single stage fans
Duty range too close to
stall
Lessons to be learned - Performance
Design fan speeds not being
achieved at higher
performance sites
57. Recommend blocking
out the air path in
the 3D CAD model
Forced vent
Draught relief
Under platform
extract
Recommend two
stage fans not single
stage
Better performance
at higher duty points
Lessons to be learned - Performance
58. Forced Vent – Train Fire at STG
• Scenario: Train fire with train straddling Stepney Green Shaft
• Largest vol flow rate through STG required for this scenario (of all possible train incidents)
• All shown shafts duty fans operating at 100%
• Air velocity through dampers at STG ~ 9m/s during this scenario (~1312.2 Pa)
• Method used to divert airflow during TTV removal should be designed to account for this
magnitude of air velocity
60. Thought for the day
Critical path from design to operation
Design
Operation
SIL
ESM
CDM
Performance
Operability
Maintainability
Downtime
Audit
#1: SIL
• Equipment Schedule
• ESJ
• System Safety Assessment
• Software Safety Assessment
• RAM
#2: ESM
• Operability
#3: CDM
• Maintainability
Audit
Downtime
Downtime
Audit
TVS is the
“Alternative
Technical Solution”
for Safety
61. Anything else…
Don’t use blockwork walls
– they leak!
Telephones vs. radios
Yellow plant - emissions
Rule book
Earthing and bonding