Invert the roof-runoff relationship to screen tributary area from documented drain flow capacity and rainfall.
Why it matters: A transparent formula keeps the user-entered hydraulic, gas, or storage basis available for technical review.
ΣCALCULATE · VERIFY · INTERPRET
Calculated result
Engineering evaluation
Calculation complete—verify project criteria
Screened tributary roof area (A_r)9,624.999 ft²
Engineering interpretation
The entered drain capacity corresponds to 9624.999 ft² under the stated rainfall basis.
Important limitations
This inverse flow screen does not size or approve a roof drain. Confirm location-specific rainfall, duration, recurrence, drain rating, head, roof geometry, ponding, secondary drainage, and adopted code.
Engineering knowledge center
Understand the calculation—not just the answer
2026-08-07 · Free Library
Governing relationships
A_r=Q/(k i C)
displayed symbols: Q_d
Current substitution
A_r=400/(0.0103896111×4×1)=9624.999.
Calculation sequence
Step-by-step method
Confirm the calculation boundary, units, and source of every input.
Apply the displayed equation to the entered values.
Review the result against governing criteria and documented uncertainty.
Equation legend
Inputs and calculated quantities
Q_d
Documented drain flow capacity — gpm or L/s
i
Design rainfall intensity — in/h or mm/h
C
Runoff factor — 0–1
A_r
Screened tributary roof area — ft²
Applications
How this calculation is used
Building design
Screen a documented system relationship without embedding a protected design table.
Construction
Check submittal and field values using the same visible inputs.
Commissioning
Reconcile measured and scheduled conditions before professional disposition.
Quality controls
Assumptions and limitations
Assumptions
Inputs describe one documented system boundary and compatible operating condition.
All values use the displayed symbols and one consistent unit system.
Limitations
This screen does not establish code compliance, final design, equipment selection, or acceptance.
Adopted codes, local criteria, manufacturer data, uncertainty, and professional judgment remain controlling.
Field use
Verification procedure
Identify the calculation boundary and source of each input.
Record representative values with compatible pressure, temperature, flow, and time bases.
Review the result against the adopted criteria, manufacturer data, and uncertainty.
Common engineering mistakes
Mixing standard and actual gas volumes or gauge and absolute pressures.
Treating an arithmetic screen as a code-sizing table or hidden acceptance criterion.
Technical basis
References and source standards
International Plumbing CodeAdopted edition and local amendments govern; protected sizing tables are not reproduced.
These engineering tools are provided for educational, preliminary evaluation, field verification, and commissioning support. Results depend on the accuracy of user-entered information and the assumptions stated for each calculation. Every colored status and comparison is a screening indicator only; project criteria, contract requirements, applicable codes, manufacturer instructions, measurement uncertainty, and authorized engineering judgment govern. The tools do not replace project-specific engineering analysis or the judgment of a licensed professional engineer.