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Rainwater Harvesting Calculator
Estimate recoverable rainwater from catchment area, rainfall, runoff coefficient and storage losses.
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Calculate reserve storage from daily irrigation, livestock and other water demands.
Farm water storage provides resilience when wells, pipelines, rainfall or other sources cannot meet demand continuously. This calculator adds daily irrigation, livestock and other water uses, multiplies by the desired reserve period and applies a safety buffer to estimate a planning storage volume.
The result answers a demand-side question: how much water would be needed if the listed daily uses continued for the reserve period. It does not tell you whether the source can refill that storage or whether a particular tank, pond or reservoir is structurally suitable.
The calculator combines daily uses and applies both reserve duration and an operational buffer. Daily demands are summed, multiplied by reserve days and then increased by the entered safety percentage. Keeping the demand categories separate helps show which use dominates storage need and makes scenario testing easier.
All demand inputs are litres per day and the result is litres. Divide by 1,000 for cubic metres. If one use is seasonal or intermittent, convert it to the daily demand pattern appropriate for the reserve period rather than an annual average.
Enter expected irrigation withdrawal per day during the period storage must cover. Peak-season irrigation may be much higher than annual average use, so size for the relevant risk period. The field is entered in L/day.
Enter total daily livestock demand, including a heat or production allowance where appropriate. Water demand can rise sharply in hot weather, which may coincide with irrigation demand. The field is entered in L/day.
Include washdown, mixing, domestic-farm, processing or other uses that draw from the same storage. Exclude uses supplied independently to avoid double-counting. The field is entered in L/day.
Choose the duration of supply interruption or source shortfall the system should bridge. Base it on refill reliability, emergency response time and consequences of running out. The field is entered in days.
Use a justified allowance for uncertainty or unusable operating volume. Known sediment, fire reserve or dead storage may be better entered as separate design requirements rather than hidden in one percentage. The field is entered in %.
Livestock and irrigation needs can peak together during hot, dry weather. A storage plan based on average annual consumption can therefore underestimate the period when supply resilience matters most.
Build the calculation around a realistic peak-demand day or week. If irrigation can be shifted to reduce simultaneous demand, scheduling may reduce required pump or pipeline capacity even when total daily water use is unchanged.
A large tank cannot compensate indefinitely for a source that produces less water than the farm consumes. Conversely, a strong continuous source may allow a smaller buffer tank that smooths hourly peaks.
Compare daily source yield, refill hours and demand. For wells, rainfall systems or seasonal surface water, include conservative source assumptions and drought conditions rather than only best-case capacity.
Daily demand of 13,500 L needs about 108,675 L for seven reserve days plus 15%.
If irrigation uses 10,000 L/day, livestock 2,500 L/day and other uses 1,000 L/day, total demand is 13,500 L/day. Seven reserve days plus a 15% buffer produces about 108,675 L of planning storage.
Check whether available tanks or reservoirs provide the required usable—not merely nominal—volume. Then compare source refill rate with daily demand so storage does not slowly decline during an extended dry period.
Separate potable, livestock and irrigation supplies where water-quality requirements differ. Emergency access, overflow, freezing, algae, sediment, pump suction and maintenance can all influence how much nominal capacity is truly useful.
The calculator does not model hourly demand, refill inflow, rainfall sequence, evaporation, leakage, fire-water requirements or structural design. It assumes the entered daily demand repeats throughout the reserve period.
For critical livestock or high-value crop systems, develop contingency plans for pump failure, power outages and source interruption in addition to providing storage capacity.
For the next step in the same planning workflow, compare the result with Rainwater Harvesting Calculator, Livestock Water Requirement Calculator and Irrigation Water Requirement Calculator. Using related calculations together can expose an assumption that is easy to miss when a single number is viewed on its own.
The supporting guide uses established agricultural guidance for definitions, assumptions and responsible-use context. Local recommendations and product labels still take priority where applicable.
There is no universal number; reserve days should reflect source reliability, emergency response time and the consequence of running out.
Use demand representative of the period storage must protect, which is often a hot or dry peak rather than the annual average.
No. It assumes storage alone supplies the entered reserve period, so continuous refill can be analyzed separately.
Outlet level, sediment, pump suction, freeboard and required emergency reserves can make part of the tank unavailable for routine use.
Yes mathematically, but water quality, reliability and operational requirements may justify separate systems or protected reserves.