Cant Deficiency
Calculate the cant deficiency of a railway curve, I = (B·V²)/(127·R) − h_a, the difference between the theoretical equilibrium cant (for speed V, radius R, gauge B) and the cant actually applied to the track h_a (mm). Deficiency is the share of lateral acceleration NOT compensated by the applied cant — the residual centrifugal acceleration felt by passengers and transmitted laterally to the outer rail. Since a curve has fixed cant but is run at different speeds (slow freight, fast express), it is impossible to balance all: fast trains run with deficiency (outward force), slow ones with excess. Codes limit allowable deficiency (typically 100-150 mm for conventional trains, more for tilting trains) for comfort, safety and wear. Deficiency lets trains run above the curve's equilibrium speed within safe limits. Enter the gauge, speed, radius and applied cant.
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Cant deficiency
Cant deficiency is I = (B·V²)/(127·R) − h_a, the difference between the theoretical equilibrium cant (for speed V, radius R and track gauge B) and the cant actually applied to the track, h_a. It represents the share of lateral acceleration that is not balanced by the built-in cant — that is, the residual centrifugal acceleration that passengers feel (pushing them toward the outside of the curve) and that is transmitted laterally into the outer rail. Why cant deficiency exists at all is fundamental: a curve has a fixed cant, yet it is run by trains at different speeds. Balancing all of them at once is impossible — trains faster than the equilibrium speed run with a deficiency (they feel an outward force), while slower ones run with cant excess (an inward force). Standards cap the admissible deficiency, typically 100 to 150 mm for conventional trains (and more for tilting trains, which lean the carbody to compensate and can therefore take curves faster), for reasons of passenger comfort, safety against derailment and wheel-rail wear. Cant deficiency is precisely what allows trains to run above the equilibrium speed of a curve within safe limits — it is the speed 'credit' that engineering grants. Enter the gauge, the speed, the radius and the applied cant.
Related Tools
Railway Cant (Superelevation)
Calculate the theoretical equilibrium cant (superelevation) of a railway curve, h = (B·V²) ÷ (127·R), from the dynamic gauge B (mm, distance between rail centers, ~1500 mm on standard gauge), the speed V (km/h) and the curve radius R (m). Cant is the raising of the outer rail above the inner one in curves, tilting the track inward — so the train's weight component helps provide centripetal force, balancing the centrifugal acceleration felt by passengers and reducing wheel-rail lateral wear. Equilibrium cant fully cancels the unbalanced lateral acceleration for a given speed; in practice a lower cant is adopted, since trains run at varied speeds on the same curve, and construction limits (~150-160 mm) apply for comfort and overturning safety of stopped trains. The difference between equilibrium and applied cant is the cant deficiency (or excess). Enter the gauge, speed and curve radius.
Railway Curve Maximum Speed
Calculate the maximum allowable speed on a railway curve, V = √(127·R·(h_a + I) ÷ B), from the curve radius R (m), the applied cant h_a (mm), the allowable cant deficiency I (mm) and the gauge B (mm). It is the inverse of curve design: given an existing curve (radius and cant) and the permitted deficiency, it finds the maximum speed trains can run safely and comfortably. Speed is limited because above it the cant deficiency would exceed the allowable — passengers would feel excessive lateral force and wheel-rail wear and risk would rise. This is fundamental in railway operation: it defines each section's maximum speeds (line speed profile) and travel time. Raising speed on existing curves needs more cant (limited), more allowed deficiency (tilting trains) or, ultimately, larger-radius regrading — an expensive work. Enter the radius, applied cant, allowable deficiency and gauge.
Railway Minimum Curve Radius
Calculate the minimum railway curve radius for a design speed, R = (B·V²) ÷ (127·(h_max + I_max)), from the gauge B (mm), speed V (km/h), maximum allowable cant h_max (mm) and maximum allowable cant deficiency I_max (mm). The minimum radius is set by combining the two comfort/safety limits available to 'absorb' lateral acceleration at the desired speed: the maximum buildable cant (limited by overturning risk of slow/stopped trains) and the maximum deficiency allowed to passengers. The larger these limits, the smaller the radius for a given speed — but both have normative caps. This is central to railway alignment: it defines how sharp a curve can be without speed reduction. Sharper curves require slowing down, penalizing travel time and line capacity — so high-speed railways need huge radii (kilometers). Enter the gauge, speed, maximum cant and maximum deficiency.
Curve-Compensated Grade (Railway)
Calculate the compensated grade of a railway section on a curve, i_c = i − 700/R, from the actual section grade i (in ‰, per mille) and the curve radius R (m). When a grade coincides with a curve, the train faces both the climb resistance (gravity) and the extra curve resistance (added wheel-rail friction when changing direction). So the total resistance does not exceed that of the maximum tangent grade, the actual grade on the curve must be reduced (compensated) — subtracting a value equivalent to the curve resistance, commonly estimated as 700/R (in ‰, a usual empirical approximation; some manuals use 500/R or 600/R by gauge). Thus the compensated grade is the equivalent grade the train 'feels' including the curve. This is essential in railway geometric design: it keeps the required tractive effort uniform along the line, preventing a curve-on-grade from creating a critical point (a 'traction bottleneck') that would limit all trains' weight. The designer reduces the grade on curved sections to compensate. Enter the actual grade and the curve radius.
Train Movement Resistance (Davis)
Calculate a train's specific movement resistance by the Davis equation, R = A + B·V + C·V², from coefficient A (rolling resistance and mechanical friction, speed-independent), B (resistance proportional to speed, from flange friction and oscillations), C (aerodynamic resistance, proportional to speed squared) and the speed V (km/h). The Davis equation, from the 1920s and still standard in railway engineering, describes the total resistance to motion the locomotive must overcome on straight, level track, per unit weight (N/t or kgf/t). At low speed the constant and linear terms (friction) dominate; at high speed the quadratic aerodynamic term dominates, decisive for high-speed trains (hence their careful streamlining). Davis resistance, plus grade (gravity) and curve resistances, sets the required tractive effort, energy consumption and locomotive traction capacity. It is the basis of traction calculation and train performance. Enter coefficients A, B and C and the speed.
Cone Frustum (Volume + Lateral)
Compute cone frustum volume V = πh(R² + r² + R·r)/3 and lateral area A_lat = π(R+r)·g (g = slant).
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