Track water depth, volume, and outlet performance. Model rain, infiltration, and drainage across sports surfaces. See clear drainage trends before scheduling drills or matches.
| Scenario | Field Size | Initial Water | Rain | Storm | Infiltration | Drains | Drain Ø | Velocity | Coefficient | Result Summary |
|---|---|---|---|---|---|---|---|---|---|---|
| Training Pitch A | 105 m × 68 m | 8 mm | 18 mm/hr | 2 hr | 3 mm/hr | 4 | 0.10 m | 0.90 m/s | 0.65 | About 1,459.70 L/min removal, 138,996.12 L remaining, and 95.22 minutes to clear. |
| Match Surface B | 100 m × 64 m | 5 mm | 10 mm/hr | 1.2 hr | 5 mm/hr | 6 | 0.12 m | 1.00 m/s | 0.70 | Higher outlet capacity improves recovery and can reduce scheduling delays. |
This model uses steady average rates. Real fields can behave differently because of slope, compaction, clogging, uneven grading, soil layering, and temporary ponding.
Drain rate is the speed at which water leaves the playing surface through drains and soil infiltration. A higher drain rate usually means faster recovery after rainfall and fewer scheduling delays.
Field area controls how much water collects and how much rainfall volume enters the surface. Larger areas can accumulate far more water under the same rain intensity.
Millimeters are practical for surface water and rainfall. Over one square meter, each millimeter equals one liter, which simplifies drainage volume calculations.
The coefficient reduces ideal pipe flow to reflect losses from bends, entrance effects, friction, debris, and imperfect conditions. Lower values mean less effective drainage.
Yes. It can estimate drainage for natural turf and synthetic systems, but the infiltration rate and drain performance should reflect the actual surface construction.
That means removal capacity matches or exceeds stored water plus incoming rain over the model window. The surface is effectively clearing while rain continues.
No. It assumes average, uniform conditions. Local low spots, clogging, compaction, or poor grading can cause slower real-world drainage than the estimate.
Use it as a planning estimate for meeting the selected target clear time. Final engineering design should still verify pipe sizing, layout, slope, and outlet conditions.
Important Note: All the Calculators listed in this site are for educational purpose only and we do not guarentee the accuracy of results. Please do consult with other sources as well.