Formula Used:
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The formula calculates the peak discharge of a D-h unit hydrograph based on the catchment area and lag time of a 1-hour unit hydrograph. This is essential in hydrological engineering for flood prediction and water resource management.
The calculator uses the formula:
Where:
Explanation: The formula establishes a relationship between catchment area, lag time, and the resulting peak discharge in a unit hydrograph system.
Details: Accurate peak discharge estimation is crucial for designing hydraulic structures, flood forecasting, and watershed management planning.
Tips: Enter catchment area in square meters and lag time in hours. Both values must be positive numbers greater than 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 is lag time determined?
A: Lag time is typically determined from rainfall-runoff data analysis or using empirical formulas based on watershed characteristics.
Q3: What are typical values for peak discharge?
A: Peak discharge values vary widely depending on catchment size, topography, soil type, and rainfall intensity.
Q4: Are there limitations to this formula?
A: This formula provides an estimation and may need adjustment based on specific watershed characteristics and local conditions.
Q5: Can this be used for urban drainage design?
A: While useful for preliminary estimates, urban drainage design often requires more detailed hydraulic modeling.