Formula Used:
From: | To: |
The Lag Time of a 1-h Unit Hydrograph is the time interval from the midpoint of the rainfall excess to the peak discharge in a unit hydrograph. It is a crucial parameter in hydrological modeling for predicting the timing of peak flows in watersheds.
The calculator uses the formula:
Where:
Explanation: The formula calculates the lag time based on the ratio of peak discharge to catchment area, raised to the power of 0.9, and scaled by the constant 1.56.
Details: Accurate lag time estimation is essential for flood forecasting, watershed management, and designing hydraulic structures. It helps in understanding the response time of a catchment to rainfall events.
Tips: Enter the peak discharge in cubic meters per second (m³/s) and the catchment area in square meters (m²). Both values must be positive and non-zero.
Q1: What is a unit hydrograph?
A: A unit hydrograph represents the direct runoff response of a watershed to a unit depth of excess rainfall over a specific duration.
Q2: How does catchment area affect lag time?
A: Generally, larger catchments have longer lag times due to the greater distance water must travel to the outlet.
Q3: What factors influence peak discharge?
A: Peak discharge is influenced by rainfall intensity, catchment characteristics, soil type, land use, and antecedent moisture conditions.
Q4: Can this formula be used for any catchment?
A: This formula is specifically designed for certain hydrological conditions and may not be universally applicable without calibration.
Q5: What are typical values for lag time?
A: Lag time varies widely depending on catchment size and characteristics, ranging from minutes for small urban catchments to hours or days for large river basins.