Small catchment, moderate intensity — straightforward application of Q = CIA / 360
Rational Method
Computes peak stormwater runoff discharge using the rational method formula Q = C*I*A/360, where C is the runoff coefficient, I is the design rainfall intensity, and A is the catchment area. Applicable to small catchments up to 80 hectares per ARR and HEC-22, widely used for sizing drainage infrastructure in urban and rural settings.
3 fields
5 archetypes
with-tool
2 scored fields
contract fields
Parameter Map
3 inputs to 2 scored outputs
runoff_coefficient
floatfrom archetypehidden in hardRunoff coefficient C (dimensionless)
0.1 to 0.95-rainfall_intensity_mm_hr
floatDesign rainfall intensity I
10 to 300mm/hrcatchment_area_ha
floatCatchment area A
0.1 to 80ha
Peak runoff Q (m³/s)
Peak runoff Q (L/s)
visibility contract
Difficulty Ladder
Larger catchment with higher intensity — same formula, bigger numbers
Runoff coefficient hidden — agent must infer C from site description
scenario bands
Archetype Atlas
paved_commercial
3 contextsDense commercial area with impervious surfaces
sydney-cbd / melbourne-cbd / brisbane-cbd
suburban_residential
3 contextsSuburban residential area with mixed surfaces
sydney-western-suburbs / melbourne-outer / perth-northern-suburbs
low_density_rural
3 contextsLow-density rural or semi-rural area
hunter-valley-rural / darling-downs-pastoral / barossa-valley
industrial_warehouse
2 contextsIndustrial or warehouse precinct with large roof areas
sydney-western-industrial / melbourne-northern-industrial
parkland_open_space
3 contextsParks, playing fields, and open green space
brisbane-parkland / adelaide-parklands / canberra-green-belt
rendered task
Generation Preview
sydney-cbd-paved-commercial-preview
- difficulty
- hard
- visibility
- partial
- archetype
- paved_commercial
- site context
- sydney-cbd
visible fields
- rainfall_intensity_mm_hr10 to 300 mm/hr
- catchment_area_ha0.1 to 80 ha
withheld schema
Dense commercial area with impervious surfaces. sydney-cbd. Required outputs: peak_runoff_m3_s, peak_runoff_l_s