Aquifer Drawdown Calculator
Calculate aquifer drawdown from pumping rate and specific capacity. Estimate water level decline during irrigation pumping to plan operations.
Calculate rainwater capture volume from roof area, annual rainfall, and collection efficiency. Size cisterns and plan water storage for farm use.
| Tank | Capacity | Est. Cost | Covers Demand | Payback |
|---|---|---|---|---|
| 55-gal barrel | 55 gal | $80.00 | No | 0.4 yr |
| 275-gal IBC tote | 275 gal | $150.00 | No | 0.7 yr |
| 500-gal tank | 500 gal | $350.00 | Yes | 1.6 yr |
| 1,000-gal tank | 1,000 gal | $600.00 | Yes | 2.8 yr |
| 2,500-gal cistern | 2,500 gal | $1,800.00 | Yes | 8.4 yr |
| 5,000-gal cistern | 5,000 gal | $3,200.00 | Yes | 15 yr |
| Surface Type | Efficiency | Notes |
|---|---|---|
| Metal Roof | 95% | Best collection; minimal absorption |
| Asphalt Shingle | 90% | Most common residential; slight absorption |
| Concrete Tile | 85% | Porous surface; some evaporation |
| Flat/Built-Up | 80% | Ponding reduces effective capture |
| Green Roof | 50% | High absorption by growing media |
Rainwater harvesting captures precipitation from roof surfaces, stores it in tanks or cisterns, and uses it for irrigation, livestock watering, or other non-potable farm purposes. In water-scarce regions, it supplements well water and reduces dependence on limited groundwater or surface water rights.
The volume captured depends on three factors: the catchment area (roof or impervious surface), the depth of rainfall, and the collection efficiency (which accounts for first-flush loss, gutter overflow, evaporation, and other system losses).
This page turns roof area, rainfall, and efficiency into a storage-sizing number that is easier to compare with seasonal demand.
Harvesting only matters if the captured volume is large enough to change purchased or pumped water needs. This page helps test that quickly.
Capture (gal) = Roof Area (sq ft) ร Rainfall (in) ร 0.623 ร Efficiency
Where 0.623 = gallons per sq ft per inch of rain
1 inch of rain on 1 sq ft = 0.623 gallonsResult: Capture = 74,760 gal/yr
Capture = 5,000 ร 30 ร 0.623 ร 0.80 = 74,760 gallons per year. That's about 0.23 ac-ft โ enough to irrigate a large garden or water 10โ15 head of cattle for the year.
A rainwater harvesting system includes: catchment surface (roof), gutters and downspouts, first-flush diverter, storage tank (cistern, poly tank, or ferro-cement), overflow outlet, and a pump for distribution. Costs range from $1โ$3 per gallon of storage capacity.
Create a monthly water budget comparing expected rainfall capture to monthly demand. In months where demand exceeds capture, you draw down the tank. In wet months, the tank refills. The tank must be large enough to bridge the longest deficit period.
Compare the annualized cost of the collection system (tank + gutters + pump) to the cost of well water or purchased water. In areas with expensive water or limited wells, rainwater harvesting can have a payback of 5โ10 years. NRCS EQIP cost-share programs sometimes cover 50โ75% of installation costs.
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One inch of rain falling on one square foot of surface produces 0.623 gallons (144 cu in / 231 cu in per gallon). This is the standard conversion factor for rainwater harvesting calculations.
Use 80โ90% for well-designed systems with metal roofs and screened gutters. Use 70โ80% for older shingle roofs or systems without first-flush diverters.
Yes. Rainwater is excellent for irrigation because it is naturally soft, slightly acidic, and free of chlorine. It's ideal for drip systems and greenhouses.
Match tank size to your dry-spell duration and daily use. If you need 200 gal/day for livestock and the longest dry spell is 30 days, you need at least 6,000 gallons of storage.
In most U.S. states, yes. Colorado and a few others historically restricted it but now allow collection from residential rooftops. Check your state's current regulations.
With proper filtration and disinfection (UV or chlorination), rainwater can be made potable. However, most farm systems use it for non-potable purposes without treatment.
Calculate aquifer drawdown from pumping rate and specific capacity. Estimate water level decline during irrigation pumping to plan operations.
Calculate crop evapotranspiration ETc by multiplying reference ETโ by the crop coefficient Kc. Determine daily water use by growth stage.
Calculate the energy cost to pump irrigation water from GPM, total dynamic head, pump efficiency, motor efficiency, run hours, and electricity rate.