Understand the job
What the Rational-Method Peak Runoff is for
Calculate a small-catchment peak-flow screen from entered rainfall intensity, area and runoff coefficient.
Drainage planning follows contributing area, entered storm basis, runoff assumptions, conveyance, storage, infiltration, overflow, and erosion controls.
Simple visual explanation
Follow the calculation from field input to decision
The relationship
Read the formula before using the result
Q=C×i×A; SI Q(m³/s)=C×i(mm/h)×A(ha)÷360.
The calculator preserves full internal precision. Confirm that every entry uses the same measurement condition, unit basis, product or machine data, and scope represented by this formula.
Professional check
Turn the answer into a responsible next step
1. Verify the inputs
Use actual measurements, current drawings, approved specifications, and manufacturer or process data for the real job.
2. Challenge the assumptions
Check allowances, losses, stock or package rounding, operating condition, and whether the result matches an independent measurement or estimate.
3. Respect the boundary
It does not establish boundaries, legal grades, utilities, excavation safety, drainage approval, irrigation criteria, structural design, chemical application, permits, or environmental compliance.
