Research Article

Reliability-Based Estimation of Traffic Interruption Probability due to Road Waterlogging

Table 3

Frequency functions of maximum annual river flows by fluviometric station.

Fluviometric stationProbability density function

Loncomilla in Las BrisasLogPearson III (6,5066; -0,252; 9,634)
Perquilauquén in QuellaLogPearson III (4,133; -0,379; 8,311)
Perquilauquén in San ManuelLogNormal (0,105; 7,817; -1898,7)
Diguillin LongitudinalLogPearson III (16,023; -0,145; 8,667)
Itata in CholguánLogNormal (0,041; 8,650; -5116,9)
Duqueco en VillucuraGamma (5,4995; 109,120)
Mininco in LongitudinalLogPearson III (7,471; -0,229; 6,630)
Malleco in CollipulliLogPearson III (9,546; -0,159; 7,345)
Lumaco in LumacoLogPearson III (16,266; -0,148; 7,178)
CholChol in CholcholLogPearson III (8,155; -0,137; 7,885)