What This Solves
Calculates cistern storage requirements for rainwater harvesting based on roof collection area, local rainfall patterns, and projected water demand.
Best Used When
- You are designing a rainwater harvesting system for irrigation, toilet flushing, or non-potable use
- You need to balance monthly rainfall supply against projected demand to size the tank
- You want to estimate annual water savings and payback period for a cistern system
Do NOT Use When
- You need a stormwater detention facility to attenuate peak flows — Use Pond Sizing Calculator
- You need to size a dry well for stormwater infiltration rather than storage for reuse — Use Dry Well Calculator
Key Assumptions
- Collection efficiency accounts for first-flush diversion and gutter losses (typically 80-90%)
- Monthly rainfall data represents average conditions over the analysis period
- Demand is constant or follows a known seasonal pattern
- The cistern is watertight with no leakage losses
- Overflow is directed to an appropriate discharge point
Input Quality Notes
Use local monthly rainfall data from NOAA Atlas 14 or equivalent. Demand estimates should be based on actual usage patterns, not theoretical values. Collection area should exclude non-contributing roof sections.
Calculate Cistern Size
For educational purposes only. Not a substitute for professional engineering judgment.
Rainwater Harvesting Overview
Cistern sizing balances rainwater supply with water demand to determine optimal storage. Key factors include:
- Collection Area - Roof area that captures rainfall
- Runoff Coefficient - Fraction of rain that becomes runoff
- Daily Demand - How much water you need each day
- Storage - Tank size to bridge dry periods
Collection Surface Runoff Coefficients
| Surface Type | Min | Typical | Max |
|---|---|---|---|
| Metal Roof | 0.9 | 0.95 | 0.98 |
| Asphalt Shingles | 0.8 | 0.85 | 0.9 |
| Clay/Concrete Tile | 0.75 | 0.8 | 0.85 |
| Flat Membrane Roof | 0.85 | 0.9 | 0.95 |
| Concrete Surface | 0.8 | 0.85 | 0.9 |
| Green Roof | 0.2 | 0.35 | 0.5 |
Source: ARCSA/ASPE 63 (2013), Texas Water Development Board
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Last verified: February 2026