It is worldwide known that the restoration of Notre Dame, severely damaged by a massive fire on 15 April 2019 will be supported by the wealth of data acquired few years before, in order to release the Ubisoft’s ‘Assassin’s Creed: Unity. This fortuitous case highlights an aspect that could become critical in the conservation of works of art, starting with buildings and monuments. The meticulous scanning, with a precision of not less than 5 mm, has made evident to the public an aspect already known to the experts: the reconstruction or restoration of assets damaged by time, war events and malicious or negligent actions they can be potentially helped if the goods themselves have been documented with laser scanning or photogrammetry techniques. The same consideration can be applied to the emergency assessments on the damage and on the level of risk of collapse that, for example after an earthquake, the first responders must perform to allow the rescue of people, the recovery of assets and the safety of non-collapsed structures.Continue reading “Results of H2020 STORM Project in the Assessment of Damage to Cultural Heritage Buildings Following Seismic Events”
Historic buildings are by their nature subject to the degradation that time and atmospheric agents entail. To limit the damage that degradation causes to heritage artefacts, the first requirement is the periodic or, better, continuous control of their state of conservation. The technologies available for this purpose are constantly evolving.Continue reading “Monitoring and Maintenance of Archaeological Sites: the Conference Proceedings”
On August 30th, 2019, a large portion of the wooden roof Church of San Giuseppe dei Falegnami suddenly collapsed, damaging the interior and some of the paintings and artefacts preserved inside. The event, happened in the most historical part of Rome, has interested a sixteenth century building, whose construction had been funded by the Corporation of the Carpenters.Continue reading “Safety of historical wood structures. A Workshop in Rome”
One of the main problems of emergency management in case of damage reported by historic buildings after an earthquake is represented by immediate damage assessment. In fact, nowadays it is not possible to use techniques other than the personal evaluation carried out by first responders.
In the night of July 15th, 1823, a fire destroyed a large part of the Papal Basilica of St. Paul outside the Walls in Rome. In the following years reconstruction works, particularly interesting for the historical evolution of fire safety measures, began. In particular, the fire protection system adopted seems to be the first case of automatic detection and alarm system ever designed in the world. Continue reading “The oldest fire detection system ever? The case of St. Paul outside the Wall Basilica in Rome”
Protecting Cultural Heritage form disasters needs different actions, one of the more important of which is to make aware stakeholders about what to do, during emergencies, to limit damages. Continue reading “Preparedness and First Aid to Cultural Heritage in the STORM Summer School”
When it comes to assess the risks of fire to Cultural Resources buildings or artefacts, normally they are related to buildings. In a consistently smaller number of cases, the scenario is related to a forest or a vegetation fire.
The technical literature concerned with the protection of cultural heritage from the risks of fire rarely takes this issue into account. One of the few documents that fully addresses this aspect is the Wildland Fire report in Ecosystems Effects of Fire on Cultural Resources and Archeology, published by the United States Department of Agricolture. Continue reading “Forest Fire Risks to Cultural Heritage”
Watercolor images are among the most vulnerable artefacts to the effects of firefighting water systems.
According to the NFPA 750 definition, watermist is a water spray for which the 99% of the total volume of liquid (Dv0.99) is distributed in droplets with a diameter smaller than 1000 microns at the minimum design operating pressure of the water mist nozzle.A slightly different definition has been introduced by the CEN/TS 14972, as a water spray for which the 90% of the total volume of liquid (Dv0.90) is distributed in droplets with a diameter smaller than 1000 microns at the minimum design operating pressure of the water mist nozzle. Continue reading “Water Mist and Cultural Heritage: can Simulation Tools help assessing its effect?”
According to the document published in 2012 by the European Environment Agency (EEA), Europe will experience over the next few decades some effects caused by climate change. The expected changes are not uniform throughout the mainland, but they can be summarised in a number of homogeneous areas. Table 1 illustrates the qualitative trends provided in seven climatic regions. Continue reading “Fire risks and new threats from climate change to libraries and archives”
Being aware of the situation is one of the most important goals that emergency services need when they design the systems and the procedures to be used during or in the aftermath of a disaster. Situation awareness has many different aspects and needs a flow of information (possibly) in real time from a wide variety of data sources. Such data feed the systems that let emergency managers to assess the situation and take their decisions.
In this framework, the research and the end-user’s needs in the field of Cultural Heritage protection are aiming to integrated systems, featuring sensors and state-of-the-art platforms that have to be built in order to offer the needed information about the conditions of artefacts and the damages they’ve suffered for any kind of natural or man-made reason. According such strategy, heterogeneous and distributed data sources should communicate among the main system, generating a flow of data and information through the traditional internet channel. In this framework, sensors infrastructure based on UAV for surveying, diagnosis and monitoring open-space Cultural Heritage sites could be part of a system that would need technologies and innovative approaches to recognise images (collected by UAVs) along with models and techniques of information fusion.
Exploiting complex event processing techniques and technologies, the extracted information and/or the deducted/determined domain events, would be aggregated and correlated each other in order to bring out potential dangerous or critical situations, ranging from the recognition, validation and localization of signals and events that may suggest the need for monitoring, surveying or warning for disaster prevention, assessing the level of risk (Surveillance & Monitoring Services, Surveying & Diagnosis Services, Quick Damage Assessment Services).
A case study: the 2016 earthquake in Central Italy
In the 2016 earthquake in central Italy an increasing use of drones operated by Italian firefighters (CNVVF) has been recorded, from the early stages of the emergency, in order to have a quick and detailed overview of the magnitude of the damage suffered by major historical and artistic buildings. Such activity has been carried out in the framework of the new procedures adopted to secure buildings damaged in large scale emergency.
The same tools were used to define the urban areas with the highest number of building collapses. The drones, equipped with instrumentation for the photographic survey, have allowed the acquisition of a quantity of gigabytes of high-resolution images of the state of post seismic event locations. In particular, the flight of drones helped to identify the state of damage of all the historic buildings and churches of great artistic importance, located in the red area or not allowed area. These data analysis was significant in order to assess the real risk of further collapses and to design effective shoring systems to support unsafe parts still standing.
The aerial photogrammetric data obtained with several daily sorties of drones, are served by specific input software for rapid return and creation of 3D models, or integrated with cadastral data and geomorphological were a valuable support for the knowledge of the actual operating environment where the teams of firefighters intervened for the search and rescue people. In addition, this post processing has enabled, at the end of the rescue of the population, even a more accurate assessment of the damage and consequently a cost estimate as early as the early stages of the emergency.
Obviously, the accuracy of the data obtained (eg. point clouds, surface models and orthophotos) is not comparable with other system such as LIDAR, however, it represents a valid activity rescue tool support allowing to achieve a good evaluation of the severity of the scenario, and then an estimate of the timing necessary for the refurbishment of the primary infrastructure such as roads, electrical networks etc..
In the specific context, the Italian Fire Corps (CNVVF) special units experts in topography during rescue operations (and able to initiate the procedures for mapping), have scoured the areas affected by the quake. The VHF radio network of the CNVVF (equipped with GPS module and interfaced to specific software on tablet for tracking and geo-referencing), has let them to prepare maps where the information gathered from multiple sources, were processed by experts in GIS systems and transformed it in shapefiles or other formats widely used on platforms such as Google Maps. In this kind of scenarios, the activities needed to assess and restore safety of historic or cultural buildings can be supported by the research as the one carried out in the H2020 STORM project. The task of assessing quickly and in safety condition the damages suffered by historical or cultural buildings has brought to a wide use of UAVs by the CNVVF in the 2016 earthquake. The images recorded by the sensors that have equipped UAVs have been useful to emergency tasks, but their utility would be boosted by the comparison between data detected by LIDAR before and after the disaster event. The STORM pilots scenarios are aiming at integrating UAVs, LIDAR images and procedures shared between cultural heritage managers and CNVVF, in order to let them assess on the scenario and with the best possible resolution the damages a natural event has caused to buildings.
A paper concerning the use of drones (STORM project and the use of UAV to improve emergency management of disasters threatening cultural heritage), presented in the UAV&SAR2017 (Rome, 29th March, 2017) Workshop can be downloaded here: Guerrieri Marsella STORM_UAVSAR_def (1)
The project STORM (Safeguarding Cultural Heritage through Technical and Organisational Resources Management) has been funded by the Horizon 2020 EU Program and aims at defining a platform that managers of cultural heritage sites can use in improving preparedness, managing emergencies and planning restoration of damaged buildings.
The project specifically considers risks that the cultural sites have to face from either long-term degradation (whose action is far slower than the typical applications of feedback controls), or extreme traumatic events (whose action is much faster). Their common nature is the climate change. So, the specific scope of the project is creating a technological platform that allows a systematic comparison between a real (measured) state and a desired theoretical state.
Assumptions are kept to the minimum possible level and the difference (the measured error signal), is the main input for whatever algorithm may be used to compute the action (input) that needs to be applied to the mitigation process to achieve the desired objective. So, in other words, reliable and up-to-date measures of the key risk variables are the base line for the STORM predictive model but also for the identification of better intervention actions in terms of restoration and conservation of original materials that will be the starting point for a long term mitigation strategies. As a consequence, needs take into account the use of a large number of sensors, in order to acquire the most useful data. For example, in the case of a progressive relative displacement of a structural beam of an ancient monument, over time comparison of periodical LIDAR based detection of the artefact overall 3D model can be used to detect the small differences in the beam’s position over time.
What is a LiDAR?
According Wikipedia, Lidar (also called LIDAR, LiDAR, and LADAR) is a surveying method that measures distance to a target by illuminating that target with a laser light. The name lidar, sometimes considered an acronym of Light Detection And Ranging (sometimes Light Imaging, Detection, And Ranging), was originally a portmanteau of light and radar. Lidar is popularly used to make high-resolution maps, with applications in geodesy, geomatics, archaeology, geography, geology, geomorphology, seismology, forestry, atmospheric physics, laser guidance, airborne laser swath mapping (ALSM), and laser altimetry. Lidar sometimes is called laser scanning and 3D scanning, with terrestrial, airborne, and mobile applications.
How Cultural Heritage can benefit of LiDAR (according STORM Project)
Based on such information a team of experts (structural engineers, archaeologists, geologists, restorers) will cooperate, in order to understand the causes and find the most adequate response. In this example, the action cannot be predetermined (nor taken automatically of course), but instead requires a careful and accurate cooperative design and planning of the action in order for it to be as effective and as unobtrusive as possible.
When a disaster occurs, general guidelines related to a wide range of events (e.g. flood, earthquake), existing for the specific site, must be dynamically adapted in near real time by ad-hoc team of experts in order to identify the most urgent recovery actions for the specific emergency. So, LIDAR sensors used for structural evaluation and track-changes of the artefact in terms of erosion monitoring as also for geomorphological assessment and mapping of the protected area can offer a valuable support to managers. Moreover, photogrammetric reconstruction by means of historical and contemporary aerial photography to track-changes can support when it comes to assessing the damages through time and forecast potential future threats
LIDAR equipment have been used until now mostly on movable supports, that are steadily placed on the ground to let an accurate record of data. More recently, RPAS devices have been tested as platform to be equipped with regular camera (high resolution RGB still pictures) for monitoring and mapping, Near Infrared camera and thermal and multispectral sensors or the localization and monitoring of buried structures, light-weight LiDAR for higher resolution 3D scanning. Such possibility has demonstrate its extreme importance during emergency situations: in fact, accessing parts of buildings in some cases can be difficult or can pose a severe risk to rescuers. During the rescue operations of the Central Italy earthquake of August 2016, RPAS mounted LIDAR have been used in many scenarios by the Italian National Fire Service and a complete report of such use hasn’t been published yet.
In which scenarios can LIDAR sensors prove to give data not replaceable by other sensors or any operational procedures? One of the first case is any natural or man-made threat that can damage the structures of heritage buildings. Suppose that, after an earthquake, in an ancient masonry buildings fixtures are identified. Even if, in general, it is possible to track the evolution of a fixture in a building, in the larger buildings it is actually impossible to be certain that a damage has been produced by a specific event.
It could have been caused previously for any reason (i.e. failure of foundation). The answer that the Italian STORM pilot site of museum of Terme di Diocleziano (Diocletian Baths – Rome) is currently testing is based on a LIDAR scanner of the buildings.
The hypothetical scenario sees a rescue call to firefighters that arrive with their own LIDAR, scan the portion of the building damaged and compare their results with the data previously acquired by the museum managers. As it’s known LiDAR needs time and, mostly, large quantity of data storage, but a small portion of a building is much more manageable. So, even with a high definition setting, the procedure could offer a new possibility to improve the reliability of the assessment that rescuers have to do during operations.
Dr. Ing. Stefano Marsella (CNVVF) for STORM Project
STORM (Safeguarding Cultural Heritage through Technical and Organisational Resources Management) is a EU research and development project funded in the early 2016 by the EU under the Horizon 2020 program (Call: DRS-11-2015: Disaster Resilience & Climate Change, Topic 3: Mitigating the impacts of climate change and natural hazards on Cultural Heritage sites, structures and artefacts).
STORM ha studied the impact of climate changes on cultural heritage and the mitigation strategies of their effects on the buildings and artefacts.
The project has carried out by a multidisciplinary team providing all competences needed to assure the implementation of a functional and effective solution to support all the actors involved in the management and preservation of Cultural Heritage sites.
An important result of STORM has been the cooperation platform for collaboratively collecting and enhancing knowledge, processes and methodologies on sustainable and effective safeguarding and management of European Cultural Heritage. The system is capable of performing risk assessment on natural hazards taking into account environmental and anthropogenic risks, and of using Complex Events processing. Results will be tested in relevant case studies in five different countries: Italy, Greece, UK, Portugal and Turkey.
Starting from previous research experiences and tangible outcomes, STORM has proposed a set of novel predictive models and improved non-invasive and non-destructive methods of survey and diagnosis, for effective prediction of environmental changes and for revealing threats and conditions that could damage cultural heritage sites.
Moreover, STORM has determined how different vulnerable materials, structures and buildings are affected by different extreme weather events together with risks associated to climatic conditions or natural hazards, offering improved, effective adaptation and mitigation strategies, systems and technologies.
An integrated system featuring sensors (intra fluorescent and wireless acoustic sensors), legacy systems, state of the art platforms (including LiDAR and UAVs), as well as crowdsourcing techniques has been implemented, offering applications and services over an open cloud infrastructure.
An important result of STORM has been, as previously said, a cooperation platform for collaboratively collecting and enhancing knowledge, processes and methodologies on sustainable and effective safeguarding and management of European Cultural Heritage.
The system is capable of performing risk assessment on natural hazards taking into account environmental and anthropogenic risks, and of using Complex Events processing. Results have been be tested in relevant case studies in five different countries: Italy, Greece, UK, Portugal and Turkey. The sites and consortium have been carefully selected so as to adequately represent the rich European Cultural Heritage, while associate partners that can assist with liaisons and links to other stakeholders and European sites are also included.
The project has been carried out by a multidisciplinary team providing all competences needed to assure the implementation of a functional and effective solution to support all the actors involved in the management and preservation of Cultural Heritage sites (from the STORM project website).
One of the main results of the first year of the project has been the course on preparedness and first aid to Cultural Heritage “STORM 2017 Summer School“, held in Rome on 11 to 13 September 2017. The course has been conceived as a test of the 2018 edition.
On 20 November 2014 the COTAC’s Annual Conference entitled “Fire and Flood in the Built Environment: Keeping the Threat at Bay” has been held in London. A reports concerning the presentation on fire and floods threat has been presented. COTAC’s web page: http://www.cotac.org.uk.
The report can be downloaded here:
Climate change can be threaten Cultural Heritage in differeny ways. One of the concerns that must be taken into account is due to the growing aggression to wood structures and artefacts that Xilophagies (animal eating wood) pose to historical wood objects.
Surprisingly, fire protection systems can be useful to improve the environment of museums and galleries, like the active fire protection measures that replaces the air within a protected space with inert air that has reduced oxygen concentration.
The different concentrations of the components of air are slightly altered (typically, five percent of the oxygen content can be substituted by nitrogen) and are safe to breathe for most people but prevent fire ignition in many materials.
Even if in the specific case of the Florence gallery low oxygen concentration systems weren’t used, the typical problems of improving the environment are similar to the ones faced by the Florence Galleria degli Uffizi, that has decontaminated by termites more than 400 masterpieces. The war on insects in one of the most famous museums in the world is in full swing. Xylophagous, a presence in typical environments with wooden structures such as museums or collections, will be eradicated by a new conservation work carried out by management and the staff of the Gallery. Will be cleared also the doors of the Gallery Room of the precious miniatures.
Uffizi Gallery is currently organizing the chemical treatment of all the doors of the Gallery and restoration of wooden decorations of the Hall of Miniatures. But the works of greatest importance and size are the altarpiece The Coronation of the Virgin by Lorenzo Monaco, Coronation of the Virgin by Botticelli and the triptych with the Adoration of the Shepherds by Hugo van der Goes. Such interventions are urgent and delicate and have to be carried out without moving the artifacts and without hindrance to the public, since two of these paintings are housed in a room which is relevant to Botticelli.
Report on a Fire Test of a Ceiling in a Georgian Dwelling House on 2 March 1967, published in the Cost C17 Final Report vol 2 (pages 73-80)
RF Little, Chief Building Inspector, Bath City Council
Note that many of the technical testing methods described in this report will now have been superceded.
The test was carried out by Bath City Council under the supervision of the Chief Building Inspector of the City Engineers Department and the Senior Fire Prevention Officer of the Bath Fire Brigade. Observers form other authorities included
• Mr WH Cutmore, Ministry of Housing and Local Government
• Mr PMT Smart, Ministry of Technology & Joint Fire Research Organisation
• Mr Gibbs, Home Office, Fire Prevention Department
• Senior Building Inspectors from neighbouring authorities
• Senior Fire Prevention Officers from neighbouring authorities
At the time of the test (1967), no amendments to the English Building Regulations Part E had been made. The Regulations referred to are those current at that time.
Reason For Test
With the need to provide more units of accommodation, many large multi-storey houses previously occupied by one family were being converted into separate dwellings. In most cases, it was impossible to comply with the degree of fire resistance required by the Building Regulations, or the provision of non-combustible elements of structure. It therefore follows that applications for relaxation or dispensation of the Building Regulations were sought in the majority of cases.
In a building of three or four storeys which was to be converted into flats or maisonettes, if alternative means of escape could be achieved at parapet or roof level, and the main means of escape was protected by walls and doors having half hour fire resistance, it was considered that the provisions of Building Reulgations E5, E9 (7), E10 and E12 were unreasonable for the following reasons
• A ceiling consisting of at least 1 inch thick plaster on laths, with square-edged flooring over joists 2 inches thick, will provide half hour fire resistance, which is a reasonable time for vacating the rooms of a building in case of fire
• The British Standard 476 Fire tests on building materials sets out conditions which are far more severe than those actually experienced in a room of a dwelling when a fire occurs
• Compliance with the Regulations would not be possible, economically or structurally, in this type of building
In order to test this theory, it was necessary to simulate the behaviour of a typical domestic fire, from the time of ignition, through the build-up period, for at least 30 minutes and then having extinguished the fire, to examine the condition of the ceiling and the floor above, and having established that the theory is correct, to use such information to support future applications for relaxation of the Building Regulations where similar conditions occur.
The house chosen was No.12 Chatham Row and was an end-of-terrace house, built about 1760 and comprising a basement, with an open area at the front, to one side and to the rear, and three additional storeys. The external walls were of 5 inch thick Bath ashlar stone. The interiors of the rooms were lined with timber panelling to a height of 3 feet above floor level and plastered above.
The wall separating the ground floor room (the one under test) and the entrance passage was constructed of lath and plaster on a timber studding.
• The floors were seven inch by one inch square edged flooring on eight inch by two inch joists
• The ceilings were constructed of one inch plaster on laths with ornate cornices
• The roof of timber trusses and rafters with slate covering
• The house on plan measured twenty seven feet by eighteen feet, while the room (the ceiling of which was under test) measured twelve feet, five inches by thirteen feet and was nine feet high
Measures Taken Prior To The Test
A visit was made to the Fire Research Station at Boreham Wood to ensure that the test would be similar to tests carried out by the Joint Fire Research Organisation (JFRO), and the preparations were made strictly in accordance with the advice given at that visit.
Firstly, the room was brought up to the standard one would expect to achieve after conversion, except for decoration, and this entailed the following work
• Reglazing the windows and replacement of sash cords to enable the windows to operate normally
• Testing the key between the ceiling plaster and the laths, and infilling cracks in the plaster
• Replacing floorboards in the room over the test room
• Re-floating a concrete hearth in the room over the test room
• Covering the partition wall between the test room and ground floor passage with quarter inch insulation board and plasterboard to ensure half hour fire resistance
• Infilling the door panels and covering the whole internal surface of the door with quarter inch insulation board to give half hour fire resistance and increasing the door stops to a thickness of one inch
In addition, it was necessary to provide a suitable fire load, and the JFRO indicated that it was desirable to have a fire load of five to six pounds per square foot of floor area. Better results would be obtained if this was provided by cribs of rough cut timber rather than by articles of furniture.
Four cribs were prepared. Each crib weighed 216.67lbs. which gave a fire load of 5.67 lbs. per sq. ft. of floor area. In addition to this imposed fire load, each wall had the original panelling to a height of 3 inches above the floor level.
The floor covering was removed from the floor of the room over the test room with the exception of a narrow strip of standard hard board covering a crack between two floor boards. It was essential that the temperatures during the test were accurately recorded and accordingly five thermocouples were installed in the ceiling of the test room to record the temperatures at a position 3 inches below the ceiling at intervals over the area of the ceiling.
Arrangements on the Day of the Test
Recording instruments, to which the thermocouples were connected, were installed in the first floor rear room. The floor of the test room was covered all over with 1” of damp sand and at the points where the cribs were to stand, sheets of insulation board were placed on the sand. These measures were to ensure that the fire would not burn downwards and affect the floor structure. Four cribs were set up in the test room in the positions shown on the plan.
The ignition pyre was built at a central point between the four cribs and trails led away to the cribs. The pyre and trails were of wood shavings, wood chips and sawdust and was 1’ 6” high and the trails 6” high. Immediately prior
to the ignition of the pyre three pints of paraffin were poured on the pyre to simulate similar conditions to that of an overturned oil heater. The Fire Brigade Officer assumed responsibility for fire control during the test and also provided observers to record conditions during the test.
The test required that the temperature at five points, 3 inches below the ceiling, of the test room, should be measured at short intervals from the time of ignition of the fuel, affording the fire load, in that room. Thermocouples were used and the wire selected was nickel-chromium/nickel aluminium T1/T2.
Duration Of Test
In order to simulate as near as possible the conditions and development of a normal fire in a dwelling, it was decided to allow the fire to burn 45 minutes from the time of ignition. The reasons for this period being chosen are as follows
• In a normal domestic fire with oxygen supply limited to that found in a room with doors and windows closed, severe smoke logging occurs at an early stage and the fire could be self-extinguished through lack of oxygen. Under these conditions the ceiling of the test room would not be given a satisfactory test as maximum temperatures would not be reached. Therefore, a flow of air to the fire had to be guaranteed in order to ensure it would continue to burn. Accordingly, a 2 ½” gap was left above the top sash window from the beginning of the experiment and at zero + 3 minutes a gap of 3” was opened at the bottom of the lower sash window. This was at zero + 9 minutes, increased to 6”. During the whole of the experiment the normal flue from the grate of the room was providing a cross draught.
• As the structure of the ceiling was to be tested for a period of at least 30 minutes under normal conditions appertaining at a domestic fire, and at the end of the first 15 minutes approximately, of such a fire, it is usual for a ‘fall off ’ of temperature to occur until the fire is ventilated in some way, e.g. breaking of glass in a window, it was decided that the 30 minute period of test for the ceiling should take place after that initial 15 minutes period has passed. This meant that from the time of ignition of the pyre, to the time of completion of the experiment, a 45 minute period was indicated.
• Although, in some circumstances it would have been desirable to allow the fire to burn until the ceiling under test had collapsed, in this instance it was necessary to submit the ceiling to the heat from a normal domestic fire for a period of at least 30 minutes and then, if the ceiling still remained intact, to extinguish the fire and carry out a close examination of the fire damage done to the materials forming the construction of the ceiling and the floor above.
• The door and the partition wall, between the Test Room and the passageway from the staircase to open air, had been modified to conform with normal half hour fire resisting standards. A 30 minute fire test was, therefore, demanded and again the extra 15 minutes initial burning period, appeared to be indicated in order that the performance of the door and partition could be measured against that of the ceiling.
The day was dry with cloudy and bright periods. There was a slightly westerly wind. The front window of the room under test, faced west.
Summary Of Test
Zero: At 1205 hours the incendiary materials forming the ignition pyre and comprising wood chips, wood shavings and sawdust over which 3 pints of paraffin had been poured were ignited. When reference is made to this time in the following report it will be as ‘zero’.
Zero + 2½: Within the first 2½ minutes the pyres and trails were burning well, with some build up of heat and then smoke became quite dense as oxygen in the air within the room was rapidly reduced.
Zero + 5: At zero plus 5 minutes some temperature reduction showed on the thermocouple readings and a very slight percolation of smoke occurred at the top of the half hour fire resisting door, into the passage. The window at this point of the room was opened 3” at the bottom in addition to the 2½” at the top, in order to encourage air circulation. The cribs were now alight at the bottom. Quite heavy smoke logging of the room was apparent but the cribs were still visible.
Zero + 7½: In the next 1/2 minutes (zero 5 – 7½) the top pane of the front window cracked in two places and all cribs were alight at the inner corners with smoke issuing from the tops. Temperatures started to take an upward curve.
Zero + 10: Temperatures continued to rise and a slight increase of smoke penetration was noticed around the top of the half hour fire-resisting door. The front window was opened another 3” at the bottom ( 6” in all) and flames were noted coming from the tops of the cribs at all inner corners. Vision across the room improved.
Zero +12½: Continued rise in temperature. First signs of smoke on first floor – very slight percolation between the fireplace and the door, at base of wall. Cribs now burning well on inner surfaces. Side window glazing very hot.
Zero + 15: Temperatures still rising. Highest recorded at No. 3 thermocouple 3270 C. Smoke percolation at 1/2 hour fire resisting door very slight. Small increase in temperature of door panels. Lower pane of front window cracked. Cribs burning well with flames 2’ 6” high from inner surfaces. Good vision most of room but ceiling obscured by smoke.
Zero + 17½: One thermocouple showed slight decrease in temperature recorded (No. 5) others a slight increase.The Yale lock on the half hour fire resisting door, hot but bearable to touch. Slight percolation of smoke around the door jamb. Molten paint dripping from framework of front window and top pane cracked in the side window.
Zero + 20: Slight decrease in temperature readings of thermocouples 1 and 3. Increases on all others.Yale lock too hot to touch. Smoke becoming dense inside room and flames less visible, but cribs showing increased burning.
Zero + 22½: Increase all round in temperature recordings of thermocouples. Increase in smoke percolation around door stops and door jambs. Cribs well alight nearest door. Increased number of cracks in front top window. Severe discolouration of side window by smoke.
Zero + 25: Temperature reading of centre thermocouple (No. 3) same as zero + 22½ . Slight decrease in reading from
No. 5. All others slightly up. First signs of smoke through cracks between floorboards at a point immediately above the partition wall between the test room and the passage. Slight smoke also showing in corner of room at side of the door. Again over the passageway. No apparent increase in temperature of the half hour fire-resisting door frame but slight increase evident on panels. Fire in cribs sluggish. Sash cords to lower half of front window burnt through and window dropped. Glass only slightly broken away and a reduction of visible flame with a corresponding increase of smoke evident.
Zero + 27½: Considerable drop in temperature readings of thermocouples 1, 2, 3, & 4. Slight drop in case of No. 5. Smoke now coming through crack at end of another floorboard over the ground floor passage and some percolation of smoke into the Recording Room, first floor, rear. No smoke coming from around the door stops and jambs. Pegs removed from below top section of front window to simulate sash cords burning through. Window dropped and glass dislodged where cracks had already been apparent. Smoke seen to be issuing from cracks in walls and lintel over the side window.
Zero + 30: Sudden rise in temperature recording of all thermocouples other than No. 5. Smoke now increased from the base of both door jambs near landing at first floor level and also issuing in centre of room near the thermocouple (No. 3). Very slight smoke percolation around the half hour fire-resisting door. Flames in the room high and licking the ceiling. Slight flaking from ceiling, possibly distemper or similar decorative material. Bottom pane of glass in side window cracked.
Zero + 32½: Steady increase in temperature recordings of No. 1-4 thermocouples. Slight decrease in temperature recorded at No. 5. Smoke convected from window of room on fire below, through the unglazed first floor window. Signs of smoke from the top of the wooden wainscoting near front window. Paint softening on the top rail of the half hour fire-resisting door and smoke issuing under pressure from the Yale lock. Smoke also apparent from between the top of the door and the door stops. Cribs well alight and tops of window frames and frame around window opening burning.
Zero + 35: General rise in temperature recordings. In the case of No. 2, 3, 4, 5 from 800 C – 1050 C, and No. 1 a very slight increase of 60 C. At first floor front room level considerable smoke percolation was apparent from around the sill of the front window. Smoke also percolating between the skirtings and the floorboards all along the wall between the front room and the centre of the room. The paint on the panels of the half hour fire-resisting door started to blister. The top pane of glass in the side window blown outwards by excessive pressures in the test room.
Zero + 37½: Rapid rise in temperature recorded. In the case of thermocouple No. 5 – 2260. Following a crash of glass breaking (side window – see Zero + 35) the smoke and heat entering by the first floor front window became less. Some smoke started to come up the staircase. A greater quantity of smoke apparent through the Yale lock on the half hour fire-resisting door and smoke around the door increased.
Zero + 40: Continued rapid rise in temperature recordings. 3200C in the case of thermocouple No. 1. Smoke percolation continued at first floor front room level and fire observed for the first time at the side of the front window. Heat through the unglazed windows, rising from the room below became intense. A slight increase of smoke noticeable from the upper area of the door around the stops. Fire in ground floor room at peak with plenty of ventilation by way of the two windows which were now without glazing. Slight flaking of ceiling is still all that is apparent. No breaking down of separation.
Zero + 42½ : Highest temperature reached No. 3 thermocouple, 10000 C. All others, 8950 C. or above. Fire still at its peak. Half hour fire door shows slight burning at the top. Upper panels still comparatively cool. The ceiling of the room was intensely white and appeared to be glowing. No signs of failure.
Zero + 45: Temperature still between 8430 C and 9870 C. The latter being the measurement at No. 3, thermocouple. Most smoke percolation at the first floor front room was between the chimney breast and the door. Smoke percolation also quite heavy around the base of the wainscoting panelling on the wall between No. 12 and No. 11 Chatham Row. Inspection afterwards showed that this smoke had entered the hollow partition wall around the door at ground floor level and had then risen into the void between the ceiling and floor above which was situated over the passage. The room was now becoming smoke logged. The half hour fire-resisting door was starting to warp at the top allowing smoke to pass more freely. The whole of the ceiling still apparently sound. None of the stopped in cracks had broken down. Cornices still in position. Fire still extremely hot but showing signs of being past its peak.
Zero + 45½: Temperature reading No. 1 thermocouple -7650 C, a fall of 1750 C. Ceiling still apparently sound.
Zero + 46: Extinguishing of the fire commenced using 1” hose reel jet. This was augmented by 1/2 “ jet. Steam produced, caused rapid cooling of the surface of the ceiling, and the first cracks appeared. These seemed to be in positions where original cracks had been repaired. Approximately 8 sq. ft. of ceiling then fell away and access of air to the ceiling void and exposed laths resulted in some of the laths, already conditioned by conducted heat, catching on fire. Extinguishment was carried out without undue disturbance of tested material, but water hitting the door surface caused the asbestos fibre board surface to split and curl. This same effect was produced where water hit panels of asbestos fibreboard which had been fitted over recesses which were suspected of not being up to half hour fire-resisting standards. The plasterboard covering the partition wall was damaged considerably during extinguishing because fire had entered the hollow partition and water had to be directed through into the hollows at various points causing spalling of the plasterboard and plaster of the partition itself.
Observations during the test.
The ceiling under test registered the passage of flame for the whole of the test period of 45 minutes. There was no sign of cracking, distortion or material breakdown during the whole of the test other than a brief period, in the early stages, when some initial flaking occurred on some parts of the surface of the ceiling eg distemper. The fire had reached its peak at zero + 42½ and then the temperature curve had started to descend. At the peak period it was noted that the fuel cribs in the test room were almost exhausted having burned down to within 6” of the floor. It is, therefore, reasonable to assume that a continual drop in recorded temperature could have been expected had the fire been allowed to burn after zero + 46. The treatment of the inner surface of the door and partition, between the ground floor passage and the Test room, to afford half hour fire-resistance was completely successful in spite of the fact that the plasterboard additional covering had not been skimmed with plaster to seal the joints. The penetration of the fire which did occur into the hollows of the laths and plaster partition over the door, was not through the protected surface but by way of the architrave over and to the side of the door opening. The fire thus by-passed the protection. Even so this must have occurred at the very late stages of the test as no flame was noticed on the floor above until extinguishing the fire in the test room well under way. It was then necessary to remove some of the lath and plaster surface of the partition in order to extinguish the hot spot.
At no time during the whole of the test was the escape route from upper floors so affected by smoke or heat that it could not be used. The separation afforded by the half hour fire-resisting partition wall and door was adequate for the whole 45 minute period of the test. Although some smoke percolation occurred past the ends of floorboards in the front room at first floor level, no flame penetrated at any time through that area of the floor over the test room. Considerable pressures were applied by hot gases both to the ceiling and the walls. This was most evident at zero + 32½ when smoke issued in the form of a horizontal jet from the Yale lock on the door, and at zero + 40 when the glass of the upper sash window at the side of the test room blew out with considerable force. The fire followed the usual pattern which can be expected when a fire occurs in a room in domestic property in which there is a normal fire load, the fire has some ventilation and is not disturbed for some period by opening doors or breaking windows. In the case of this test there was an early rise in temperature, brought about by the paraffin soaked pyre burning fiercely and then as the cribs became involved and oxygen in the atmosphere of the room became rare, a sluggish period followed. This occurred during the first ten minutes after which, by increasing the flow of air over the window sill of the front window, more rapid combustion took place. A gradual rise in temperature for a further 15 minutes when again some smoke logging developed and temperatures dropped. This was at the time that sash cords burnt through, which were holding up the bottom section of the front window. When the top window section was dropped the new supply of air stimulated the fire and a general very rapid rise in temperature resulted culminating in the peak of 10000C. being reached at zero + 41½. Fuel was at this time becoming exhausted and in the next 2 minutes a decline in temperature commenced. The heat of the test fire was sufficient to cause almost all of the 11/4” plaster skimming on the inside of the front wall of the room to leave the stonework.
Observations after the Test
The ceiling under test withstood the application of heat from a normal fire load underneath for the whole of the 45 minute test period without any visible signs of deterioration. No cracks were apparent, and after the initial flaking of surface decorative materials no further spalling or flaking was noted. The plaster cornice around the room also remained intact, other than in one short section immediately above the front window where it cracked and dropped slightly.
When water was applied to the fire in the remains of the cribs, the steam created caused, after approximately halfminute, sudden contraction of the ceiling and cracks opened up at points where previously cracks had been undercut and sealed with plaster during the preparation period. A few moments later approximately 8 sq. ft. of ceiling plaster fell to the floor. It was noticed that although some of the laths had carbonised due to heat conducted through the plaster they were not on fire, but as soon as they were exposed small flames appeared on the carbonised surfaces. These had to be extinguished to prevent further damage and during the extinguishing, further collapses of ceiling plaster took place.
With greater exposure of the underside of the floor and the joists it was most apparent that the floorboards were undamaged and the lower edge of only some of the joists, although charred in places, the charring was not of sufficient depth to measure with any accuracy. A considerable portion of the laths still remained undamaged.
A composition gas pipe passing through the void between the floor and the ceiling was undamaged. In addition, an accumulation of small twigs and fibrous material, possibly collected by mice and in itself readily combustible, found in a void between floor joists, resting immediately on top of the laths supporting the plaster ceiling, was not damaged in any way by fire or heat. The plaster decorative cornice around the room was intact after the fire on three sides of the room. In the case of the fourth side, it was only the section immediately above the front window that some signs of damage occurred. At this point the cornice cracked vertically and a section approximately 18” long dropped slightly but did not become dislodged.
Although during the whole of the 45 minutes covered by the test, some smoke did percolate into the passage and also into the first floor room above the test room, at no time was the movement of people prevented along the passage, up the staircase or around the rooms.
The fire, during the period of the test, did not penetrate the ceiling and floor structure to the room above. At zero + 58, after extinguishing had commenced, a small flame was noticed at a crack between floorboards which had been covered with a strip of standard hardboard. The hardboard was burning and flame started to travel rapidly over its surface. When the source of the flame was investigated it was found that the fire from the test room had penetrated the architrave of the door at a point over the top of the half hour fire-resisting door, and had then by-passed the ceiling of the test room by travelling up the hollow of the partition wall. This was also the route by which most smoke percolation occurred into the first floor room.
The partition and door which were converted to half hour fire-resisting standards stood up to the test remarkably well. Some percolation of smoke and heat by-passed the test ceiling by way of the hollow partition. This, however, would possibly not have occurred, had the partition been skimmed with plaster and cracks filled in accordance with normal procedure.
The door reacted extremely well. It was only at zero + 45 that the door began to warp and allow smoke to escape in increasing volume. When the remains of the asbestos fibreboard cladding was removed from the inner face of the door including the panel infills, some of the original green paint was still intact under the infills.
The fire resistance of a normal ceiling in a middle class Georgian house is such that it is capable of preventing fire from spreading to the floor above for at least a 30 minute period. It is normal for vertical separation between rooms and exit routes to afford half hour fire-resistance. To be consistent, therefore, a ceiling between such rooms and rooms above should also be half hour fire-resisting and a fire resistance of one hour plus, as required in some circumstances by the building Regulations 1965, between floors, would appear to be excessive. It would appear that the tests applied under furnace conditions to ceiling and partitions, to assess fire resistance, is too stringent and does not simulate conditions as they really occur in a fire in a building. Under the circumstances it would appear that the fire resistance of a sound Georgian ceiling does not require to be upgraded to one hour. Such an upgrading could result in the fire below the ceiling breaking out horizontally into the exit route and preventing escape by that route, before any warning of a fire is transmitted to persons living above.
Mr. A. E. Loveridge (then Chief Building Inspector, City of Bath)
The Chief Fire Officer, Bath Fire Brigade.
The Principal, Bath Technical College.
An emerging proposal to initiate an integrated approach to the established problems was offered to the 2nd COST Urban Civil Engineering Conference: The future of the city; New Quality for Life event in Bled, Slovenia in 2001 and
Follow-up activities resulted in the final Memorandum of Understanding (MoU) being formally agreed by the COST Office in Brussels. This document promoted the implementation of a European concerted research approach, ultimately designated as “COST Action C17 Built Heritage: Fire Loss to Historic Buildings”, which was formally inaugurated in Brussels in December 2002.
The agreed MoU identified four work-packages:
• Working Group 1: Data, loss statistics and evaluating risks.
• Working Group 2: Available and developing technology.
• Working Group 3: Cultural and financial value.
• Working Group 4: Property management strategies.
COST C17 had as its central objective the definition, at a European level, of the degree of loss to built heritage through the effects of fire, and the promotion of remedial actions and recommendations to combat these using minimal invasive techniques. The Action also aimed to address a general lack of statistical information, and a common lack of understanding and appreciation of what measures are available and required.
It sought to provide good practice guidance on how to sensitively retrofit modern day fire protection equipment into historic fabric, and to develop related management expertise in dealing with this problem in historic premises.
The operational framework of the Action was developed to consider the special nature of the value of historic buildings, the economic aspects of cultural historic value, and the need for measures to minimise damage if a fire occurs. Specifically this required consideration of the:
• vulnerability of historic buildings to fire
• risk assessment methodologies
• protection of fabric and content
• prevention of fire and fire spread
• detection and suppression requirements
• training and management of staff
• insurance considerations
In pursuing these intentions, there was a need to integrate and coordinate the associated factors so that a common understanding of the issues might emerge. To achieve meaningful results during the intended life-span of the programme, a strategic approach was adopted. This focused on:
• compiling statistical data on the extent of heritage at risk.
• promoting statistical research into the consequences and causes of fires – both major fires and more minor incidents (such as small fires to which the fire brigade are not called or false alarms) and their impact. Using risk assessment data gathered as a basis for discussion, a dialogue began to be established with insurance bodies to seek the development of insurance products more closely tailored to historic buildings.
• establishing a well-documented survey of up-to-date technical expertise to assist in influencing future developments in fire protection technology for use in historic buildings.
• defining an appropriate range of passive and active technical equipment countermeasures.
• considering alternative approaches to assist in stemming current loss levels.
• organising a series of conferences and/or workshops to develop thinking for effective risk assessment techniques and risk mapping using insurance company and other data.
• promoting findings and benefits of relevant risk assessment methodologies and property management support.
• effecting know-how dissemination through publishing proceedings and recommendations.
In analysing fire risks posed to historic buildings, the use of statistical data and lessons learned for managerial needs may be considered an important tool. Why do we need these tools and what is the knowledge provided and what is the problem with it?
In analysing the trends of fire risks we have to consider, that most of the listed objects are in use (housing, residential, etc.). Statistical comparison will be more likely related to existing statistics on residential buildings.
Every building management needs clear indication about the priorities of building upgrading. As the existing data bank systems are national reports from several European countries there is no possibility comparing the categories used.
Although empirical data are poor overall, conclusions can be drawn. The main risks appear to be (covering 75% of all cases) providing useful help for building managers when prioritising their investment:
– hot building and maintenance works (often in the attic area)
– old electric wiring
– open fire provided by neglect, inhabitants, staff members (candles,
More information can be obtained from Cost C17 Action proceedings (WG4
Property Management Strategies).
The Final Report brochure of the Cost Action C17 may be downloaded from this post: COST Final Report Brochure
A presentation on fire protection system that can be used also of cultural heritage buildings based on the use of oxygen depleted atmospheres is the Hypoxic Air. This system has been presented during the Cost C17 Action meetings. In particular, in the downloadable document “Inert_Air_Presentation_for_COST_C17_Ljubljana_May_2006” (presented during the joint NFPA – Cost C17 action meeting, held in Ljubljana on May 2006), it is possible to find some of the more important information about this system. The presentation has been made by Geir Jensen (COWI AS, Norway) and Jan Holmberg Department (Building Sciences, Royal Institute of Technology, Sweden).
Sprinkler systems are common in commercial and industrial buildings. In cultural heritage buildings, there are sometimes concerns about their use. The unintentional activation can damage paper documents or other artifacts that must be protected by moisture. Thus, the study of sprinkler reliability in such kind of building is important to develop a more effective strategy of protection against fire. The paper “Analysis of Sprinkler Failures in Listed Heritage Buildings – Analysis of unintended activations of water based extinguishing systems in Norwegian heritage buildings February 2006” has been written by Geir Jensen, Arvid Reitan and John Ivar Utstrandf for the Riksantikvaren (The Norwegian Directorate for Cultural Heritage – RNDCH) and has been presented during the Cost C17 Action (Fire Loss to Built Heritage). It can be downloaded by this post:
Water mist for fire protection is a relatively new technology with specific advantages to the built heritage. Many fixed installations are commissioned throughout Europe and many research activities are ongoing or being considered.
The standard making processes does not currently address heritage applications, but performance- based codes are favorable for introducing new water mist. The COST Action C17 WG here reports on the experience this far and presents basic knowledge about water mist for the heritage community. Challenges, implications and perspectives of the technology are outlined in order to ensure the best protection of the European heritage possible. A guide on how to accept or approve of mist systems in heritage is given in the white paper (dated July 2004) from Riksantikvaren – The Norwegian Directorate for Cultural Heritage (RNDCH).
COST Action C17 “Built Heritage: Fire Loss to Historic Buildings” has contributed to gather a wide variety of publications about fire safety and fire risk assessment of historic buildings. In the downloadble document Part4_Pages_267-280 (which is one of the parts of the final proceedings of the Action) it is possible to find some of the Cost C17 proceedings Associated Publications.
In order to understand if this kind of sensor fits with the performances of reliability and effectiveness, Prof Mecocci (Siena University) and Mr Barneschi (Italian National Fire Corps) have studied the problem in order to gather data to develop specific guidelines and installation procedures capable of granting the proper performance and security level.
One of the sub-goals of the study was to gather real data from real operative condition to guide us toward the above main objective.
As specialists know, one of the main problems in applying fire safety engineering to cultural heritage is the lack of data about the behavior of artifacts and materials used in historic buildings to fire. Such problem concerns also the effect of extinguishing agents to the same materials.
U.S Department of the Interior – Bureau of Land Department, has published on its website (http://www.blm.gov) a page dedicated to the behavior of historic materials to fire. The study (Bare Bones Guide to Fire Effects on Cultural Resources For Cultural Resource Specialists), by Ms Kate Winthrop, synthesizes some of the technical information available on the effects of fire on cultural resources. In particular, much of the data published is from drafts of articles for a publication to be released under the USFS Rocky Mountain Research Station “Rainbow” series.
The main issue of the page are:
- Fire Effects on Lithics
- Fire Effects on Ceramics
- Fire Effects on Organic Materials
- Fire Effects on Historic Materials
- Fire Effects on Inorganic Architectural Materials
- Fire Effects on Rock Art
- Effects of Fire Suppression on Cultural Resources
- Effects of Fire on Archaeological Sites
- Protection Protocols
The problem of restoration-rehabilitation sites fires and their consequent severe damages to the historic-artistic heritage seems to not receive the due attention yet. There is probably a lack of adequate information, which would allow such heavy risk emerge and enable to establish the necessary landmark upon which the consequent initiatives could be organized.
The contribution of Mr Stefano Zanut (Italian Firefighters Corps), which is a part of a research carried out by Venice University Institute of Architecture (I.U.A.V. – Istituto Universitario di Arhitettura di Venezia), aims to begin filling up that gap through the data analysis provided by the Firefighters Corps operating in Venice, where, because of building fabric typology existing there, every of its building sites can be identified as “restoration site” of an heritage building.
The paper has been presented during the international meeting Cultural Heritage and Fire Protection Issue – Siena, 23rd May, 2008: zanut_110_118
In 217 A.D. Rome’s Colosseum was slightly damaged by a fire. Since Rome is built in a seismic area and there is an earthquake reported during September 217 A.D. ,Rome Univerity La Sapienza’s Professor Enzo Cartapati has studied the possibility of a fire event due to the seismic event.
Together with Maurizio Cerone, Prof. Cartapati has conducted a structural analysis of Colosseum’s stone columns, in order to understand if actually the fire occurred after the seismic shock.
The presentation of such work, presented during the April 11th 2003 Conference “Integrating Historic Preservation with Security, Fire Protection, Life safety and Building Management Systems”, is downloadble from this website:
In an attempt to evaluate and reduce the different level of risk in heritage building, in Scotland, a unique approach under the project title of the Scottish Historic Buildings National Fire Database (SHBNFD) was developed. The database provided a different kind of insight and approach to historic buildings at risk.
The SHBNFD project is an ongoing partnership between Historic Scotland and the eight Scottish Fire and Rescue Services. Initially covering the 3,500 Category A Listed Buildings across the country, the project’s overall aims are:
• to improve the effectiveness of fire-fighting operations in historic buildings by making available relevant information in a format suitable for use by fire crews attending an incident at these properties;
• to facilitate the improved reporting and gathering of statistics on fires in Scottish historic buildings
• to inform Historic Scotland’s Technical Conservation, Research and Education Group’s future research programme from the feedback material
The database has been developed as a ‘living document and provides an exchange of information between Historic Scotland (who hold reference details on listed buildings), the National Monuments Record of Scotland (NMRS) –located with the Royal Commission on the Ancient and Historical Monuments of Scotland (who hold a survey, drawing and photographic archive of sites and buildings) – and the eight Scottish Fire and Rescue Services (who hold fire inspection information on buildings). Combining all of this material for each of the listed sites provides a unique insight into the location, quality and relevance for fire fighting crews.
The output from the database is an amalgam of historic information from the NMRS and other archives. This material is initially gathered by a historic buildings researcher, and then verified and expanded on by any material gathered on site by a seconded fire officer from each of the eight Scottish Fire and Rescue Services, following a related series of site visits. The initial phase of the project aims to incorporate each of the c3,500 Scottish Category A listed properties in the database.
The type of collated information includes architectural descriptions, photographs, plans, access routes and details of water supplies. In addition, priority areas within a property that are of highest historic significance are identified, as are ways in which a building’s structure may adversely affect fire-fighting operations.
The following illustrations are copy “screen shots” of the type of data resulting from the amalgamation of information:-
An immediate benefit of the database is the improved awareness of the location, significance and importance of historic buildings within the Scottish Fire and Rescue Service areas.
The longer-term benefit of the project will be in helping to mitigate the devastating effects that fire can and does have on Scotland’s built heritage. Today, the majority of the country’s Category A listed buildings had been included across the eight Fire andRescue Service rural areas and in the smaller towns.
Agreement was also reached on how to extend the exercise to include the high proportion of Category A listed buildings that exist within the cities of Glasgow and Edinburgh. The Scottish Historic Buildings National Fire Database has been well received as a valuable example of collaboration between cultural heritage professionals and the fire and rescue authorities.
Used together with relevant statistics on actual fires, the database is considered to present a very effective means of increasing future fire safety in historic buildings.
As a result, its recognised value, potential for a much wider application, and clear operational benefits for fire-fighters has been acknowledged. It was also considered that the project approach could be adopted by other countries where similar, or related, datasets of information exist and could have the potential to be integrated.
Excerpt from COST C17 final report – Author : Mike Coull
In the final Report of the Cost c17 Action different aspects of fire protection of Cultural Heritage buildings have been addressed, as the water mist for fire protection, which at the time was a relatively new technology with specific advantages to the built heritage.
The standard design and manufacturing processes do not currently address heritage applications, but performance-based codes are favourable for introducing new water mist systems. This report establishes the current level of experience, and presents basic information about water mist for the heritage community. The challenges, implications and perspectives of the technology are outlined in order to ensure the best protection of European heritage. A guide on how to accept or approve mist systems in heritage properties is given.
Water mist application is the most subtle method of water extinguishing of fires. It provides a safe and practical environment for rescue work, it protects visitors and staff, and it incurs minimal secondary damage in valid or unintentional activations and substantially removes harmful particles from smoke.