Insulation Coordination

SSFOR Sensitivity Analysis and Brown’s Estimating Method

Which parameters really control the switching surge flashover rate — the strength-to-stress ratio V₃/E₂ dominates — and Brown’s quick method for estimating SSFOR, or the required V₃/E₂, without numerical integration, using an equivalent multi-tower CFO.

Reading time ≈ 40 min

Section 1

The Four Parameters That Control SSFOR

The full SSFOR equation — \(\text{SSFOR} = \tfrac{1}{2}\int f_s(V)\,[1 - \prod q_i(V)]\,dV\) (see the SSFOR note) — is accurate but needs numerical integration. This note asks: which parameters really matter, and can SSFOR be estimated quickly? The answer to both is yes.

Table 1 — Parameters affecting SSFOR, in order of importance.
RankParameterSensitivity
1Strength-to-stress ratio \(V_3/E_2\)Dominant
2SOV profile along the line \((E_S/E_R)\)Next most important
3SOV spread \(\sigma_0/E_2\) or \(\beta/E_2\)Matters when \(V_3/E_2 \ne 1\)
4Number of towers \(n\)Weak over normal ranges

The key message: the most important factor is not the number of towers — it is the ratio between insulation strength and statistical switching stress, \(V_3/E_2\).

Section 2

The Strength-Stress Ratio V₃/E₂

Both quantities are tail values, which is why comparing them is meaningful. The statistical withstand voltage is three standard deviations below CFO:

\[ V_3 = \text{CFO}\Bigl(1 - 3\,\tfrac{\sigma_f}{\text{CFO}}\Bigr) = 0.85\,\text{CFO} \quad (\sigma_f/\text{CFO} = 0.05) \]
\(V_3\)
statistical withstand voltage (lower tail of strength)
\(\sigma_f\)
standard deviation of insulation strength

\(E_2\), the statistical switching overvoltage, is the upper tail of the stress — the voltage exceeded by 2% of operations \((P(V \ge E_2) = 0.02)\). So if \(V_3 > E_2\) the withstand exceeds the 2% overvoltage and the SSFOR is low; if \(V_3 < E_2\) the SSFOR is high. The mean SOV and the CFO themselves are not the best indicators — the tail ratio \(V_3/E_2\) is.

Section 3

The SOV Profile Along the Line

The maximum SOV is normally at the opened/receiving end; it is lower at the switched end. With \(E_S\) at the switched end and \(E_R\) at the receiving end, the profile ratio is \(\gamma = E_S/E_R\), and the profile is assumed linear:

\[ E(x) = E_S + (E_R - E_S)\,\frac{x}{L} \qquad \gamma = \frac{E_S}{E_R} \]
\(x,\ L\)
distance from the switched end, and total line length
\(\gamma\)
1.0 = all towers see the same SOV; <1.0 = switched end lower
A key definition

The SOV distribution \(f_s(V)\) always refers to the voltage at the opened/receiving end. The ratio \(\gamma\) is then used to scale the voltage at every other tower. The stress is not defined separately per tower — it is defined at the receiving end and scaled along the line.

Section 4

Only the Tails — and the Design Rule

Plotting the integrand of the SSFOR equation shows it is non-zero only in a narrow band — about 1.9 to 2.3 pu in the standard example. The flashover rate is produced only where high SOV meets low strength, confirming that \(V_3/E_2\) is the best compact indicator. For \(n = 500\) towers, \(\sigma_f/\text{CFO} = 5\%\), \(E_S/E_R = 1.0\), and either a Gaussian or extreme-value SOV distribution, the curves cross at:

\[ \frac{V_3}{E_2} \approx 1.0 \quad\Longrightarrow\quad \text{SSFOR} \approx \frac{1}{100} \]
The probabilistic design rule

For a target of about 1 flashover per 100 switching operations, set \(V_3 \approx E_2\) — independent of the SOV spread \(\sigma_0/E_2\). This is the central practical result of the probabilistic method.

Section 5

Probabilistic vs Deterministic

Table 2 — The two design rules compared.
MethodRuleCompares withstand to…
Deterministic\(V_3 = E_m\)the maximum switching overvoltage
Probabilistic\(V_3 = E_2\)the 2% statistical switching overvoltage

Because \(E_m > E_2\), the deterministic method is usually more conservative.

Section 6

Sensitivity to the SOV Spread

A wider SOV distribution puts more values in the high-voltage tail, raising SSFOR — but only when the insulation margin is thin. For a Gaussian distribution:

  • At \(V_3/E_2 = 0.95\): SSFOR rises from 3.0/100 to 8.7/100 as \(\sigma_0/E_2\) goes 0.05 → 0.11.
  • At \(V_3/E_2 = 1.05\): SSFOR rises only from 0.19/100 to 0.38/100.

So when the strength is below the stress, the spread matters a lot; once the margin is good \((V_3/E_2 > 1)\), it matters little.

Section 7

Sensitivity to Towers and Strength Scatter

Both are surprisingly weak over normal ranges, for a target SSFOR of 1/100:

  • Number of towers: for \(n = 300\) to 1000 (lines ~60 to 300 km), the required \(V_3/E_2\) changes only by about \(\pm 1\%\). Once the line is long enough, more towers barely move the required ratio.
  • Strength scatter: changing \(\sigma_f/\text{CFO}\) from 3% to 7% shifts the required \(V_3/E_2\) by only about \(\pm 1\%\). The conservative practical value \(\sigma_f/\text{CFO} = 5\%\) is fine.

Section 8

Sensitivity to the SOV Profile

After \(V_3/E_2\), the SOV profile is the most sensitive parameter. A flat profile \((E_S/E_R = 1.0)\) is worst because every tower sees the maximum; a falling profile reduces risk. For \(\sigma_f/\text{CFO} = 5\%\) and \(\sigma_0/E_2 = 11\%\):

  • Changing \(E_S/E_R\) from 1.0 to 0.9 decreases the required \(V_3/E_2\) by about 4%.
  • A further change to \(E_S/E_R = 0.6\) decreases it by only another 2%.

So most of the benefit comes from moving from a flat profile to a realistic 0.9 — and the approximate rule \(V_3 = E_2\) becomes conservative. Directly on SSFOR:

\[ E_S/E_R: \;\; 1.0 \rightarrow 0.9 \quad\Longrightarrow\quad \text{SSFOR}: \;\; \frac{1.19}{100} \rightarrow \frac{0.55}{100} \]

A realistic voltage profile roughly halves the estimated flashover rate versus assuming every tower sees the maximum.

Section 9

Brown’s Method — The Idea

The full equation needs numerical integration. Brown’s method is an excellent approximation that gives both the SSFOR and the required \(V_3/E_2\) directly. Its core idea: replace the gradual multi-tower strength curve with a single-valued strength at an equivalent voltage \(\text{CFO}_n\).

For many towers, the probability of at least one flashover rises sharply, so the line’s effective strength curve becomes steep — like a vertical step at \(\text{CFO}_n\), the voltage at which the line has a 50% chance of at least one flashover. Because there are many towers, this happens at a lower voltage than a single tower’s CFO:

\[ \text{CFO}_n < \text{CFO} \qquad (\text{the more towers, the lower } \text{CFO}_n) \]

Section 10

Finding the Equivalent CFOn

With single-tower flashover probability \(p\) and \(q = 1-p\), the line reaches 50% at \(\text{CFO}_n\) when \(1 - q^n = 0.5\):

\[ q^n = 0.5 \;\Rightarrow\; p = 1 - 0.5^{1/n} \qquad \text{CFO}_n = \text{CFO}\Bigl(1 + Z_f\,\tfrac{\sigma_f}{\text{CFO}}\Bigr) \]
\(p\)
single-tower flashover probability at the line’s 50% point
\(Z_f\)
reduced normal variate for that \(p\) (usually negative)

Example, \(n = 200\): \(p = 1 - 0.5^{1/200} = 0.003460\), giving \(Z_f \approx -2.70\). With \(\sigma_f/\text{CFO} = 0.05\):

\[ \text{CFO}_n = \text{CFO}\,(1 - 2.70\times 0.05) = 0.865\,\text{CFO} \]

So a 200-tower line has an equivalent strength of about 86.5% of the single-tower CFO.

Section 11

Brown’s SSFOR, and the Voltage Profile

With strength as a step at \(\text{CFO}_n\), the SSFOR is just half the probability that the SOV exceeds \(\text{CFO}_n\). For a Gaussian SOV:

\[ \text{SSFOR} \approx \tfrac{1}{2}\Bigl[\,1 - F\bigl(\tfrac{\text{CFO}_n - \mu_0}{\sigma_0}\bigr)\Bigr] \]

The upper limit \(E_m\) is usually high enough that \(F(E_m)\approx 1\), so \(E_m\) seldom needs evaluating. For an extreme-value SOV the same idea uses the Gumbel CDF; with \(\text{CFO}=1000\) kV, \(n=200\) \((\text{CFO}_n=865)\), \(E_2=900\) kV and \(\beta/E_2=0.11\) \((u=513.7)\):

\[ \text{SSFOR} = \tfrac{1}{2}\bigl[\,1 - e^{-e^{-y}}\,\bigr], \;\; y = \tfrac{865 - 513.7}{99} = 3.548 \;\Rightarrow\; \frac{1.42}{100} \]

Equivalent number of towers (for the profile)

Brown initially assumes \(E_S/E_R = 1.0\). For a falling profile, fewer towers are effectively at the maximum, captured by an equivalent number of towers \(n_e\) (with \(k_n \approx 0.4\) over the practical 30–500 range):

\[ n_e = \frac{0.4}{1-\gamma}\,\Bigl(\tfrac{\sigma_f}{\text{CFO}}\Bigr)\,n \qquad (n_e \le n) \]

Example: \(n=200\), \(\gamma = E_S/E_R = 0.9\), \(\sigma_f/\text{CFO}=0.05\) gives \(n_e = \frac{0.4}{0.1}(0.05)(200) = 40\). A 200-tower line with a 0.9 profile behaves like just 40 towers all at the maximum. Then \(\text{CFO}_n = 895\) kV and the SSFOR falls to 1.15/100.

Why Brown’s method works — and a caution

For many towers the line-strength standard deviation \(\sigma_{fn}\) becomes much smaller than the SOV spread \(\sigma_0\), so the strength can be treated as a vertical step at \(\text{CFO}_n\). The caution: this requires \(\sigma_{fn} \ll \sigma_0\), which is not always true — for \(n = 1\), substations, or a small number of insulation points, the strength scatter can be important.

Section 12

Estimating the Required V₃/E₂

The usual design problem is the reverse: given an acceptable SSFOR, what strength is required? Brown’s method gives \(V_3/E_2\) directly as a product of a strength-side factor and a stress-side factor:

\[ \frac{V_3}{E_2} = K_f\,K_G \quad(\text{Gaussian}) \qquad \frac{V_3}{E_2} = K_f\,K_E \quad(\text{extreme value}) \]
\(K_f = V_3/\text{CFO}_n\)
strength side — depends on \(n\) (or \(n_e\)) and \(\sigma_f/\text{CFO}\)
\(K_G,\ K_E\)
stress side — depend on the target SSFOR and the SOV spread

The stress factor uses the reduced variate found from \(F = 1 - 2\,(\text{SSFOR})\) (the “twice the SSFOR” rule, from the polarity \(\tfrac{1}{2}\)). For \(\text{SSFOR} = 1/100\), \(F = 0.98\), giving \(Z_e = 2.054\) (Gaussian) or \(y_e = 3.902\) (extreme value).

Fix — the “twice the SSFOR” figure

The extreme-value reduced variate \(y_e = 3.902\) corresponds to a target SSFOR = 1/100, entering with \(F = 1 - 2\times 0.01 = 0.98\). (A source mislabels this as “SSFOR = 2/100” — that 2/100 is actually the intermediate \(2\times\text{SSFOR}\) value, not the target rate.)

Worked example. For \(\text{SSFOR}=1.5/100\), \(n=200\), \(\sigma_0/E_2=0.08\), \(\sigma_f/\text{CFO}=0.05\): \(p=0.003460\), \(Z_f=-2.70\), so \(K_f = 0.9827\). With \(F(Z_e)=1-2(0.015)=0.97\), \(Z_e=1.88\), \(K_G=0.9862\). Therefore:

\[ \frac{V_3}{E_2} = K_f\,K_G = 0.9827 \times 0.9862 = 0.9691 \]

With a realistic profile \((E_S/E_R = 0.9 \Rightarrow n_e = 40)\), \(K_f = 0.9507\) and \(V_3/E_2 = 0.9376\) — a lower required ratio, because fewer towers see the maximum. And for the headline case \(n = 500\), \(\text{SSFOR}=1/100\): \(K_f \approx K_G \approx 1\), confirming \(V_3/E_2 \approx 1\).

Section 13

Design Workflow and Summary

Putting it together for a transmission-line switching-surge design:

Design workflow
  1. Run EMT studies for random switching; determine \(E_2\) \((P(V\ge E_2)=0.02)\).
  2. Decide the acceptable SSFOR (e.g. 1/100).
  3. Estimate \(V_3/E_2\): for many EHV lines \(\approx 1\); for detail use \(V_3/E_2 = K_f K_G\) (or \(K_f K_E\)).
  4. Compute \(V_3 = (V_3/E_2)\,E_2\), then \(\text{CFO} = V_3/0.85\).
  5. Convert CFO to a strike distance via the Gallet equation \(\text{CFO}=k_g\cdot\frac{3400}{1+8/S}\), with wet, altitude, geometry, phase and wavefront corrections.
Key messages
  1. SSFOR is controlled mainly by the strength-stress ratio \(V_3/E_2\); the SOV profile is next; \(n\) and \(\sigma_f/\text{CFO}\) are weak over normal ranges.
  2. The probabilistic design rule is \(V_3 \approx E_2\) for SSFOR ≈ 1/100 — versus the deterministic \(V_3 = E_m\) (more conservative).
  3. A realistic voltage profile roughly halves the SSFOR (e.g. 1.19 → 0.55/100 for \(E_S/E_R = 0.9\)).
  4. Brown’s method replaces many towers by an equivalent \(\text{CFO}_n\) (e.g. \(0.865\,\text{CFO}\) for 200 towers), giving SSFOR or \(V_3/E_2\) without integration — valid while \(\sigma_{fn} \ll \sigma_0\).
  5. The voltage profile enters through the equivalent number of towers \(n_e = \frac{0.4}{1-\gamma}(\sigma_f/\text{CFO})\,n\).

Four-Part Technical Series

Probabilistic Switching-Surge Line Design

A focused series on the probabilistic switching-surge design of transmission lines — from the SSFOR stress-strength method to the overvoltage distributions, the sensitivity analysis that drives design, and finally phase-phase insulation coordination.