Tree Risk Parameter Explorer

Adjust sliders to see how each parameter feeds into the composite risk score (ISA TRAQ / QTRA framework)

Input parameters
Height H (m) 18
DBH D (cm) 30
Lean angle θ (°)
Canopy radius (m) 4
Crown density Cd 0.60
Wind speed (m/s) 20
Distance d (m) 8
NDVI health 0.70

Derived geometry
Slenderness H/D
Fall radius
m
Frontal area A
COG height
m

Live formula outputs
Wind drag: F = ½ · ρ · Cd · A · U²
F = 0.5 × 1.15 × × × = kN
Wind moment: Mwind = F · heff  (heff = 0.6H)
Mw = × = kN·m
Gravity moment: Mg = m · g · sin(θ) · hCOG
Mg kN·m  (lean toward road)
Stem resistance: Mbreak = (π/32) · σ · D³
Mbreak = kN·m  (σ = 40 MPa)
Safety margin: Mbreak − (Mw + Mg) = kN·m
Tree geometry (live)
road edge ← d →

Canopy size, lean angle, and fall radius update live with the sliders.


Risk score   R = Pfail × Pimpact × C
LowModerateHighExtreme
P(failure)
P(impact)

Sensitivity — what moves the score most

Extracted assessments

Composite risk R = P_fail × P_impact × C_road (C=1 assumed).
ISA TRAQ bins: Low <5 · Moderate 5–25 · High 25–60 · Extreme >60.
ρ = 1.15 kg/m³ · σ = 40 MPa · m ≈ 150·H·D² kg (allometric).
References: GALES (Gardiner et al.), HWIND (Peltola et al.), ISA TRAQ (Dunster et al. 2017).

How the parameters connect — mathematical chains

Geometry chain
Height H and DBH D combine into the slenderness ratio H/D, which is the single strongest structural predictor — trees above H/D > 80 are broadly considered fragile. The lean angle θ and canopy radius CR determine whether the fall radius H · cos θ actually reaches the road distance d — this is the binary gateway to impact probability.

Wind loading chain
Canopy radius CR → projected frontal area A = π · CR² / 2 → drag force F = ½ · ρ · Cd · A · U² (F grows with U²). That force multiplied by the effective lever arm heff = 0.6H gives the wind overturning moment Mwind. Note F ∝ U² means doubling wind speed quadruples the moment — which is why wind speed dominates the sensitivity ranking.

Gravity chain
Lean angle θ adds a permanent gravitational overturning moment Mg = m · g · sin(θ) · hCOG, even at zero wind. The mass m is estimated from H and D via a simple allometric relation. This is why a leaning tree at moderate wind is far more dangerous than an upright tree in a storm.

Failure criterion
The stem's resistive moment Mbreak = (π/32) · σ · D³ is what the tree can withstand. When Mwind + Mg exceeds Mbreak, the safety margin turns negative — shown in red — and failure probability shoots toward 1. DBH has a cubic effect here, which is why a small increase in trunk diameter provides disproportionate structural strength.

Risk score
R = Pfailure × Pimpact × Croad. The sensitivity bars above show which parameter is currently moving the score most given your current inputs — useful for prioritising what to measure most precisely in the field.