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Evaporation & Makeup Water Calculator

Screen pond or basin water loss before local climate, liner, pump, and permit review

Free evaporation and makeup water planning screen for pond owners, municipal operators, and environmental engineers who need a transparent first-pass estimate of water loss. Enter surface area, average depth, evaporation rate, pan coefficient, wind exposure, liner/seepage assumption, precipitation, water cost, and operating hours. The output shows daily evaporation, seepage, rainfall credit, net loss, a 12-month projection, and makeup-flow demand. The app includes source-gap warnings because the climate presets, seasonal distribution, wind factors, seepage rates, and rainfall retention are local placeholders, not a site water-balance study, NOAA station lookup, seepage test, pond or lagoon design, water-rights review, permit design, pump sizing, or pipe sizing.

Pro Tip: Use the app to see which assumption drives the water loss, then replace the generic inputs. For design or budget decisions, use local pan or lake evaporation data, NOAA climate normals or measured precipitation, actual pond operating levels, runoff and outlet behavior, soil permeability, groundwater elevation, liner construction details, and qualified civil, environmental, geotechnical, or water-resources review.

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Evaporation & Makeup Water Calculator

How It Works

  1. Enter Pond Surface Area

    Enter the water surface area in square feet or acres and the average depth used for the volume comparison. For irregular ponds, use measured survey, GIS, drone, or mapping data when decisions depend on the result.

  2. Select Climate or Enter Local Data

    Choose a climate preset for screening or select Custom and enter local pan, lake evaporation, ET, or water-balance data. The app applies the entered pan coefficient and wind factor, then distributes annual evaporation with a fixed seasonal curve.

  3. Choose Liner and Seepage Assumptions

    Select a liner type to load a generic seepage placeholder or enter a measured seepage rate. Verify liner behavior with soil, groundwater, compaction, leakage, seam, puncture, cracking, and geotechnical data where it matters.

  4. Review the Source Gaps

    Use the monthly projection and makeup GPM as a planning screen. Then reconcile climate, seepage, rainfall, runoff, overflow, groundwater, water source, pump, pipe, power, treatment, discharge, permit, and water-right assumptions.

Built For

  • Pond owners screening whether evaporation or seepage may explain water-level drops
  • Municipal lagoon operators preparing a first-pass makeup-water budget before engineering review
  • Environmental engineers documenting assumptions that still need local water-balance data
  • Aquaculture operators estimating summer makeup demand before source and permit review
  • Golf course or irrigation operators comparing rainfall, seepage, and makeup-cost assumptions

Assumptions

  • Evaporation is estimated from the entered rate using the entered pan coefficient and wind exposure factor.
  • Seepage rates are generic placeholders for each liner type and do not validate actual site leakage.
  • Surface area is assumed constant (no significant change in area as water level drops from losses).
  • Rainfall credit assumes precipitation falls directly on the pond surface and is retained.

Limitations

  • Does not model the effects of pond depth or water temperature on evaporation rate beyond the wind exposure factor.
  • Does not account for runoff inflow or groundwater contributions to the pond water balance.
  • Does not model seasonal groundwater table fluctuations that affect seepage rates.
  • Does not calculate pump, pipe, electrical, intake, backflow, treatment, storage, spillway, outlet, discharge, or infrastructure requirements.
  • Does not determine permit, water-right, wastewater, stormwater, environmental, dam-safety, or regulatory requirements.

References

  • FAO Irrigation and Drainage Paper 56 - pan evaporation and pan-coefficient source context.
  • NOAA NCEI U.S. Climate Normals - station-based precipitation and climate-normal source context.
  • NRCS Pond Sealing or Lining Compacted Soil Conservation Practice Standard 520 - seepage and lining source context.
  • Local survey, weather, groundwater, soil, liner, operating, permit, and engineering data remain required for design use.

Frequently Asked Questions

The pan coefficient relates measured pan evaporation to an estimated reference or open-water evaporation condition. The useful coefficient depends on pan siting, wind, humidity, fetch, surrounding surface, and water-body conditions. The app default is only a planning placeholder; use local guidance or measured data when the output matters.
Seepage depends on soil permeability, compaction, cracks, animal burrows, groundwater gradient, water depth, liner condition, and construction quality. The app presets are not a seepage test and should not be used to approve a liner.
Evaporation leaves through the water surface and responds to climate. Seepage leaves through the bottom or sides and responds to soil, liner, groundwater, and hydraulic head. A real water balance may also need runoff, inflow, overflow, drawdown, withdrawals, and groundwater exchange.
No. The GPM output is a demand screen only. Pump and pipe design requires source capacity, intake hydraulics, friction loss, controls, electrical service, backflow prevention, treatment, storage, reliability, code, and permit review.
Not by itself. Permit, discharge, water-right, groundwater, dam safety, stormwater, wastewater, and environmental requirements depend on jurisdiction and site data. Use current governing sources and qualified review.
Disclaimer: This calculator provides a preliminary water-loss planning screen only. It is not a site water-balance study, NOAA evaporation or climate-normal lookup, seepage test, pond/lagoon design, water-rights review, permit design, liner selection approval, pump sizing, pipe sizing, or regulatory compliance determination. Verify every input and output against current sources, local data, and qualified review.

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