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Dam Storage Volume

Dam volume and water storage calculators

Tank and dam volumes, drawdown, turnover and freeboard so storage is sized for the demand. Built for designers and farm managers.

Method & worked example

How much water does a rectangular farm dam hold?

For a dam with straight, uniform side slopes, calculate the top, middle and bottom areas. Multiplying surface area by maximum depth overstates storage.

A 5 m deep dam with 3 horizontal to 1 vertical side slopes
MeasurementCalculationResult
Top water surface60 m × 40 m2,400 m²
Bottom dimensions60 − 2 × 3 × 5; 40 − 2 × 3 × 530 m × 10 m
Bottom area30 m × 10 m300 m²
Area at half depth45 m × 25 m1,125 m²
Volume: prismoidal formula5 / 6 × (2,400 + 4 × 1,125 + 300)6,000 m³ = 6 ML

Which dimensions should you measure?

Use the dimensions at the water level being assessed, the actual water depth and the internal side slopes. This idealised example assumes a level rectangular bottom and uniform slopes on all four sides. Irregular dams need a surveyed stage–storage relationship; do not treat their bounding rectangle as the water volume.

Stored volume is not all usable water

Deduct inaccessible water below the outlet or pump intake. Allow separately for evaporation, seepage, reserve storage and the operating water level. Freeboard above that level is not working storage.

Start with TNK-004 dam volume, then check evaporation, spillway capacity and tank overflow. For demand, use the irrigation volume example.

Field reference: Agriculture Victoria: measuring water in a dam.

Static educational example · Updated 1 October 2026 · Methods and limitations. Project calculations run in the subscription application; New accounts require approval.

Remaining water, not just full capacity

How much water is left in a partly filled dam?

Use the same dam as the example above: a level 30 m × 10 m floor, uniform 3 horizontal to 1 vertical side slopes, and a full water depth of 5 m. The table shows total stored water before deductions for inaccessible water, reserve or future losses.

Depth-to-storage table for this example dam only
Water depth above the floorStored volumeStored megalitres
1 m432 m³0.432 ML
2 m1,176 m³1.176 ML
2.5 m1,687.5 m³1.6875 ML
3 m2,304 m³2.304 ML
4 m3,888 m³3.888 ML
5 m6,000 m³6 ML

At water depth h metres, the water surface is (30 + 6h) m long and (10 + 6h) m wide. Apply the same prismoidal formula using the bottom, half-depth and current water-surface areas. These values assume the stated geometry; they are not a lookup table for dams with different dimensions, sediment deposits or irregular banks.

Is a dam half full when the water is at half depth?

Not usually. With sloping sides, the surface area shrinks as the level falls. In this example, 2.5 m of water holds 1.6875 ML, about 28% of the 6 ML full volume. Use the dimensions at the current water level or a surveyed depth-to-storage table, rather than multiplying full capacity by the fraction of depth.

How do I convert dam volume from cubic metres to litres or megalitres?

One cubic metre (m³) equals 1,000 litres. One megalitre (ML) equals 1,000 m³ or 1,000,000 litres. Multiply m³ by 1,000 for litres, or divide m³ by 1,000 for ML. For example, 1,687.5 m³ is 1,687,500 litres or 1.6875 ML.

From stored water to a water budget

Use the volume at the current depth, deduct water that cannot be accessed and any reserve, then account for expected inflow, demand, evaporation and seepage over the same period. If the dam shape is uncertain, obtain a survey and a storage curve before relying on it for a critical supply.

Field guidance: DPIRD: measuring current dam volume and water losses. Its field-estimation methods provide context; the table above is calculated from the explicitly defined geometry.

Static educational example · Updated 9 October 2026 · Methods and limitations. Run project calculations with an approved Tenselo account.

Why it matters on the job

Volume from real geometry

Batters, floor and depth resolved to an actual stored volume — not a rectangle guess.

Drawdown you can plan

Turnover and drawdown so the storage carries the demand between fills.

Check freeboard and overflow

Assess freeboard and spillway capacity against the design inflow and operating water level.

What is in this category

11 Tanks, Dams & Storage calculators

Every calculator in this category, by its reference code. Running them requires an approved Tenselo account with access to the relevant calculators.

  • TNK-001 Cathodic Protection Anode Sizing

    Sacrificial-anode current demand, total mass and number for a steel structure (AS 2832 / DNV / NACE)

  • TNK-002 Dam / Open-Water Evaporation Loss

    Evaporation volume from a dam or open tank using pan evaporation

  • TNK-003 Dam Spillway Capacity

    Overflow weir capacity / crest length to pass the design flood (Q = C.L.H^1.5)

  • TNK-004 Dam Storage Volume

    Farm dam capacity from dimensions, batter slope & depth -> m3 / ML

  • TNK-005 Spill Bund / Containment Volume

    Bund capacity & floor area for liquid storage (AS 1940 / EPA): 120% largest, 133% flammable, or 25% aggregate

  • TNK-006 Storage Tank Vent Sizing (API 2000)

    Normal in/out-breathing vent flow from pump-in/out displacement + thermal, and the vent free area

  • TNK-007 Surge / Air-Vessel Sizing (screening)

    Preliminary air-vessel volume to absorb pump-trip surge on a rising main (energy method - confirm with a transient analysis)

  • TNK-008 Tank Agitator / Mixer Power

    Impeller power draw, Reynolds number, tip speed and tank turnovers

  • TNK-009 Tank Foundation Bearing

    Full-tank ground pressure vs allowable soil bearing (circular flat-bottom tank)

  • TNK-010 Tank Overflow Sizing

    Overflow pipe (or weir) to pass the maximum inflow without flooding the tank

  • TNK-011 Tank Shell Wall Thickness

    Hoop-stress shell thickness for a vertical storage tank (API 650 1-foot method / AS 1692)

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