Rooftop catchment systems channel precipitation from impervious surfaces into storage, typically through gutters, downpipes, and first‑flush diverters that discard the initial contaminant‑rich flow. Yield (Q) can be estimated by:
Q = C × A × P
- C (Runoff Coefficient): 0.8–0.95 for tile or metal roofs.
- A (Catchment Area): Measured in m².
- P (Precipitation): Seasonal depth in mm.
Design Considerations
- Gutters & Pipes: UV‑stabilized PVC, Ø100–150 mm.
- First‑Flush Diverter: 0.5–1 L/m² of catchment.
- Storage: Polyethylene tanks or ferrocement cisterns sized 5–50 m³.
Maintenance & Best Practices
- Clean mesh filters bi‑monthly during peak leaf fall.
- Inspect diverter seals seasonally to prevent leaks.
- Sanitize tanks annually if used for potable applications.