Eagleson Lag Time Equation

Eagleson’s method (1962) for computing lag time in completely storm-sewered watersheds is given as follows:

where:

TLAG - watershed lag time in hours.

L - maximum flow length in miles.

Lca - length to the centroid in miles.

S - weighted average slope of the maximum flow path in ft/mile.

The typical characteristics of watersheds for which the Eagleson method was applied include the following:

Related Topics:
Computing Lag Time or Time of Concentration from Basin Data