Dataset — Drumalbin 00987
| Record (hourly) | 1991–2024 |
| Usable years (≥90 %) | 27 of 34 |
| AM durations | 1·2·3·6·12·24 h |
| Extraction check | 0 / 6 verified |
Sub-hourly durations (15–30 min) would need
pluviograph data — an hourly gauge cannot resolve them.
② Gumbel fit (MoM) at D =
α = (√6/π)·σ ≈ 0.7797σ, ξ = μ − 0.5772α
| Mean intensity μ | |
| Std dev σ (n−1) | |
| Scale α | |
| Location ξ | |
i_T = ξ + α·y_T, y_T = −ln[−ln(1−1/T)]
| Reduced variate y_T | |
| Design intensity i_T | |
| Design depth i_T·D | |
Risk over the design life
P(X≥1) = 1 − (1−p)ⁿ, p = 1/T
| Annual probability p | |
| Exactly once in n yr | |
| Exactly twice in n yr | |
| At least once in n yr | |
Binomial P(X=r) = C(n,r)·pʳ(1−p)ⁿ⁻ʳ. Example 4 (T=50): n=20 →
0.272; twice, n=15 → 0.032; ≥once, n=20 → 0.332.
③ Fitted IDF equation (Sherman)
i = a·Tm / (D + b)n
| a | |
| m | |
| b | |
| n | |
| RMSE over 36 points | |
④ Rational method Qp = C·i·A/3.6
t_c = 0.0195·L0.77·S−0.385 min (Kirpich)
| Time of conc. t_c | |
| Storm duration D | |
| i(D, T) from IDF | |
| Peak discharge Q_p | |
| SI unit cross-check | |
| P(≥1 exceed. in n yr) | |