Origin and Cause: V-Patterns, Char Depth, Electrical Indicators

When a fire burns against a vertical surface, the upward plume of hot gases produces a characteristic cone-shaped pattern of heat and smoke damage on the surface above and to the sides of the heat source. The cross-section of this cone, intersected by the vertical surface, produces an approximately V-shaped pattern of heat damage with its apex pointing toward the area of greatest heat intensity. The apex is not necessarily the exact ignition point, but it is a reliable indicator of the area of greatest sustained heat release rate near that surface.

The geometry of the V-pattern provides information about the fire's development. A narrow, sharply defined V with a low apex suggests a high-intensity fire of short duration: the plume was hot and fast but did not have time to spread laterally. A wide, broadly defined V with a high apex suggests lower intensity or longer duration, or both. A V-pattern on a wall that has an apex above a piece of furniture indicates that the furniture, or something near it, was the primary fuel source in that area.

U-patterns are V-patterns with rounded rather than acute apices. NFPA 921 notes that U-patterns are associated with lower heat release rate fires and with cases where the fuel package burned more slowly, producing a wider, shallower plume. The distinction between V and U-pattern is not always diagnostically significant but can contribute to an estimate of the fire's intensity and duration in the area of origin.

Inverted-cone patterns occur when a fire originates at an elevated point and burns downward as well as upward: the apex of the heat damage is at or near the ceiling and the pattern widens toward the floor. This configuration is associated with fast-developing fires, flashover conditions that produce full-room involvement, or ceiling-level ignition sources such as a light fixture or curtain rod. NFPA 921 cautions that inverted-cone patterns in a room that has experienced flashover are not reliable indicators of elevated ignition because flashover homogenises the fire damage across the room's surfaces.

Wood chars when it is exposed to sufficient heat for sufficient time. The depth to which charring penetrates below the original surface of a wooden structural member or floor covering is proportional to the duration and intensity of heat exposure. A higher heat flux produces deeper char more quickly; the same heat flux sustained for longer also produces deeper char. This relationship means that char depth measurements, when taken systematically across a scene, can help the investigator map the relative heat exposure history of different areas.

The char-depth probe is a pointed steel rod, approximately 2 mm in diameter, calibrated with depth markings, inserted perpendicular to the charred surface until resistance increases at the uncharred wood boundary. The measurement is the depth of penetration before resistance is felt. Multiple probe readings across a structural member or floor board, spaced at 10 to 15 cm intervals, produce a depth profile. Across a scene, comparing depth profiles from equivalent structural members in different locations produces a gradient from areas of less char (closer to the fire's perimeter) to areas of deeper char (closer to the area of sustained heat release).

The experimental basis for char-depth interpretation is substantial. ASTM E119 fire endurance tests and the research of Williamson and Quintiere in the 1970s and 1980s established approximate char rates for common wood species under standard conditions. White oak chars at approximately 0.64 mm per minute under a standard heat flux; Douglas fir at approximately 0.6 mm per minute. In practice, the char rate is affected by species, moisture content, wood density, and the presence of fire-retardant treatment, all of which introduce uncertainty into any direct calculation of exposure time from char depth.

NFPA 921 (§ 6.3.7) advises that char depth measurements should be interpreted as relative indicators within a single scene, not as absolute calculations of burn duration. The deepest char in a room points toward the area of greatest heat exposure, which is typically but not always the area of origin. Where a fire burned intensely at one location because an accelerant was present, the deepest char and the ignition point coincide. Where a fire burned intensely because a large piece of furniture provided a concentrated fuel load, the deepest char points to the furniture, not necessarily to the ignition source.

Gypsum wallboard (drywall) is a widely used interior finish material whose fire response provides useful origin-area evidence. Gypsum (CaSO4 . 2H2O) contains bound water that is released as steam when the material is heated above approximately 100°C, a process called calcination. As heating continues and water is driven off, the gypsum becomes progressively chalky, friable, and whitened in appearance, and contracts. The depth of calcination (measured by probing the friable zone) and the pattern of calcination across a wall surface are used in the same way as char depth: systematically mapped, they indicate areas of greater heat exposure.

Steel structural members respond to fire exposure by two measurable processes. Annealing occurs when steel is heated to temperatures above approximately 720°C and then slowly cooled; the crystal structure reorganises, reducing the steel's hardness and tensile strength. A hardness test on an annealed steel member can estimate whether the member reached annealing temperature during the fire. Surface oxidation colours provide a coarser temperature indicator: steel begins to show blue-grey oxide films at around 300°C, progresses through straw-yellow at 200 to 250°C (in the cooling direction, not heating), and loses its surface finish at higher temperatures. Copper conductors and copper-alloy fittings show distinctive oxidation colours under heat and can distinguish between rapid heating (as in a fire) and slow heating (as in a cooking process).

Concrete spalling has historically been associated with hydrocarbon accelerant ignition on concrete floors on the basis that the liquid would penetrate the concrete and, when burned, would produce localised, intense thermal stress causing the surface to fracture and flake. This association was undermined by experimental work, particularly the NIST fire tests of the 1990s and 2000s, which demonstrated that concrete spalls under intense localised heating regardless of whether an accelerant is present. The geometry of a burning piece of furniture, or a localised pool of burning domestic liquid (cooking oil, cleaning solvent), can produce surface spalling that is physically indistinguishable from spalling caused by a poured hydrocarbon accelerant.

Electrical arcing is one of the most common identified causes of structure fires in the US, UK, Australia, and Europe. The NFPA estimates that electrical fires cause approximately 51,000 structure fires per year in the US, resulting in approximately 500 deaths (NFPA 2023 data). The central challenge is distinguishing between arcing that caused the fire and arcing that was caused by the fire: when a fire reaches a live electrical installation, the heat damages conductors, melts insulation, and can generate secondary arcing unrelated to the fire's origin.

Arc beads are small, rounded, resolidified deposits of copper or aluminium that form when an arc melts the conductor material and the molten material rapidly re-solidifies. Under scanning electron microscopy and energy-dispersive X-ray spectroscopy, arc beads show specific microstructural characteristics that distinguish them from fire-induced melt globules: arc beads formed in air show a rapid solidification microstructure with void inclusions from the rapid quench; melt globules formed by general heat melting the conductor show a smoother, more uniform microstructure. The distinction is technically significant but requires laboratory examination; scene observation alone is generally insufficient to reliably distinguish arc beads from melt globules, though experienced investigators can form preliminary assessments.

The location of arc evidence relative to the origin area is the most practically significant indicator. NFPA 921 and the research literature consistently state that the arc site closest to the origin area, and lowest in the structure, is most likely to represent the causal arc rather than a secondary arc produced when the fire reached the installation. Where arc evidence is found only remote from the suspected origin area, the arc was most likely caused by the fire rather than causing it.

Conductor severance (the point at which an electrical conductor has been broken) provides supplementary evidence. When a conductor severs under arc conditions, the break is characteristically notched or beaded at the ends; when a conductor breaks under mechanical stress (structural collapse), the break is typically straight or angled. Mapping conductor severance locations across the scene helps trace the propagation of electrical failure.

The electrical service panel (distribution board, fuse box) is examined to identify which circuits were energised at the time of the fire, which breakers have tripped (indicating overcurrent), and which circuits serve the suspected area of origin. In the US, the National Electrical Code (NEC) specifies minimum wiring standards by construction date; the panel condition and circuit mapping allow the investigator to assess whether the installation was compliant with the code in force at the time of construction. In the UK, BS 7671 (IET Wiring Regulations) performs the equivalent function. Panel examination also identifies arc faults: arcs within the panel can be distinguished from downstream arcs by the location of arc deposits relative to the bus bars and branch circuit connections.

The 2009 National Academy of Sciences report, Strengthening Forensic Science in the United States, devoted a chapter to fire investigation that was extensively cited by defence counsel and fire investigation researchers. The report's critique, as applied to fire investigation, had two main components.

The first component addressed the validation gap: the report found that many of the physical indicators used to identify origin and cause in fire investigation had not been rigorously validated against experimental data. The V-pattern was a well-established fire dynamics phenomenon, but the specific claims made from V-pattern interpretation had rarely been tested against controlled experiments that varied the fire conditions systematically. Char depth as an origin indicator had a credible physical basis but had been applied in courts with a precision that the underlying science did not support.

The second and more practically significant component addressed pattern-only origin determinations: the report found that investigators in a number of high-profile cases had concluded incendiary origin based solely on the presence of multiple burn origins, burn patterns on the floor near the suspected pour point, or concrete spalling, without fire dynamics modelling, without alternative hypothesis testing, and without fire debris chemistry analysis. Research published after 2009, particularly the work conducted at the Bureau of Alcohol, Tobacco, Firearms and Explosives (ATF) Fire Research Laboratory in Beltsville, Maryland, and at the NIST Engineering Laboratory in Gaithersburg, Maryland, has directly tested many of these indicators and confirmed the NAS critique on spalling and on floor-level burn patterns in ventilation-controlled fires.

The post-2009 methodological legacy is a shift toward hypothesis-driven investigation, fire dynamics modelling (including computational fluid dynamics where resources permit), and the insistence that fire debris chemistry (GC/MS of debris samples) must accompany pattern interpretation wherever accelerant use is alleged. Several US states revised their fire investigator certification requirements after 2009 to mandate training in fire dynamics and the scientific method. The International Association of Arson Investigators (IAAI), the National Association of Fire Investigators (NAFI), and the Chartered Insurance Institute (CII) in the UK incorporated NAS-aligned methodology requirements into their certification curricula.

The discipline of origin and cause determination requires the investigator to assemble a coherent account from multiple, individually imperfect indicators. A V-pattern alone is not sufficient; char depth alone is not sufficient; electrical arc evidence alone is not sufficient. The strength of an origin-cause determination is proportional to the number of independent physical indicators that converge on the same location and mechanism, and the rigour with which alternative explanations for each indicator have been tested and eliminated.

A systematic approach begins with the pattern analysis: mapping all observed fire patterns (V, U, inverted cone, low burn, floor burns, ceiling smoke layer height indicators) and using them to define a candidate area of origin. This mapping should be performed before any hypotheses about cause are proposed, to avoid pattern confirmation bias.

The candidate area of origin then becomes the focus of depth-of-char measurement, calcination mapping, and material indicator assessment. The deepest char and greatest calcination should be consistent with the candidate origin area; if they are not, the candidate must be reconsidered or the fire development dynamics must account for the discrepancy.

If electrical equipment is present in or near the candidate origin area, the equipment is examined in place before removal, then collected for laboratory examination. Arc bead/melt distinction by SEM/EDS, combined with conductor location mapping, helps determine whether electrical arcing was causal or consequential. Fire debris samples from the floor substrate at the candidate origin are collected and submitted for GC/MS analysis, even if no accelerant is suspected, to document the negative result. The scene-side sampling protocol that governs container selection, comparison samples, and chain of custody is covered in accelerant detection at the scene. The systematic methodology that frames every origin-cause determination is laid out in fire scene examination and the NFPA 921 methodology.

The final determination states the origin as a specific location (defined by scene coordinates), the cause as the identified heat source and first fuel, and the circumstances that brought them together. Where the data support only one component of this determination with sufficient certainty, the investigator states the supported component and acknowledges the uncertainty about the others.

1. Map all fire patterns
   Before forming any origin hypothesis, photograph and sketch every V-pattern, U-pattern, floor burn, low char, and smoke-layer indicator across the entire scene. Note the apex location and height of each V-pattern. Do not assign cause labels to patterns at this stage.
2. Measure char depth and calcination
   Using a calibrated char-depth probe, take systematic readings from structural members at 10-15 cm intervals. Record on the scene sketch. Separately assess calcination depth in gypsum wallboard. Identify the gradient from least to greatest heat exposure.
3. Assess material indicators
   Examine steel members for annealing (hardness testing if warranted), surface oxidation colours, and deformation. Examine concrete surfaces for spalling, noting size, distribution, and whether spalling correlates with pattern evidence or is isolated.
4. Examine and collect electrical evidence
   Map all electrical equipment in the candidate origin area. Photograph conductor conditions in situ. Note arc bead locations, conductor severance points, and insulation condition. Collect conductors with arc evidence in packaging that prevents further damage. Examine the service panel for breaker states, arc deposits, and circuit mapping.
5. Collect fire debris samples
   From the floor substrate at the candidate origin area, collect debris samples in sealed containers (paint cans or glass jars with PTFE-lined lids) following ASTM E1188. Label with location coordinates. Submit for GC/MS analysis under ASTM E1618 at an ISO 17025-accredited laboratory.
6. Test hypotheses and state conclusion
   Develop at least one hypothesis for origin location and one for cause. Test each against all physical, chemical, electrical, and witness evidence. Where indicators converge, state the final determination with the supported level of certainty. Where indicators conflict or are insufficient, acknowledge uncertainty explicitly.