Jump to a calculator 671 tools
Oekotech
Lagoon & Pond Geometry: Floating Cover Area, Liner Area, Volume & Anchor Trench Length
A lagoon 40 by 20 metres at the base and 4 metres deep is 56 by 36 at the top with 2:1 sides. The cover is sized by the top.
Floating Cover Area
— m²
Top area plus the run-out round the perimeter, plus slack
Geometry
- Top Length
- — m
- Top Width
- — m
- Area at the Crest
- — m²
- Slope Length, Base to Crest
- — m
- Liner Area incl. Run-Out
- — m²
- Anchor Trench Length
- — m
- Volume to the Crest
- — m³
The lagoon is a rectangular base with four sides at the same slope, so the top is the base plus twice the horizontal run of a side. Cover and liner both run over the crest into an anchor trench round the top; the run-out, slack and the trench detail are the design's. Liner area is the base plus four trapezoidal sides measured along the slope. Volume is to the crest, by the prismoidal formula, which is exact for this shape; working volume is less by the freeboard. Welding overlaps and the trench itself are not counted. **This is a geometry take-off; cover ballast, gas handling and liner leak detection are design matters.**
Using this calculator
About the Lagoon & Pond Geometry: Floating Cover Area, Liner Area, Volume & Anchor Trench Length
The formula
This is the expression the tool evaluates. Every term is named underneath, with the unit it must be supplied in.
top = base + 2 x depth x slope (each way)Each side climbs out by depth x slope horizontally.
cover = (topArea + topPerimeter x runOut) x (1 + slack / 100)The surface at the crest, the run-out into the trench all round, and the slack.
liner = base + slopeRun x (L + topL) + slopeRun x (W + topW) + topPerimeter x runOutTwo pairs of trapezoidal sides along the slope, the base and the run-out.
volume = depth / 6 x (baseArea + 4 x midArea + topArea)The prismoidal formula, exact for a pit with plane sloped sides.
| Symbol | Stands for | Unit |
|---|---|---|
baseLengthM | Base Length | m |
baseWidthM | Base Width | m |
depthM | Depth, Base to Crest | m |
slopeHV | Side Slope (Horizontal per 1 Vertical) | H:1 |
runoutM | Run-Out into the Anchor Trench, Each Side | m |
slackPct | Cover Slack | % |
coverAreaM2 | Floating Cover Area | m² |
topLengthM | Top Length | m |
topWidthM | Top Width | m |
topAreaM2 | Area at the Crest | m² |
slopeRunM | Slope Length, Base to Crest | m |
linerAreaM2 | Liner Area incl. Run-Out | m² |
trenchM | Anchor Trench Length | m |
volumeM3 | Volume to the Crest | m³ |
How the result is derived
Step by step, from the values you type to the figure on screen.
- The 6 inputs are read from the form on every keystroke: Base Length, Base Width, Depth, Base to Crest, Side Slope (Horizontal per 1 Vertical), Run-Out into the Anchor Trench, Each Side and Cover Slack.
- Each value is checked against the accepted range in the input table below. A value outside its range stops the calculation rather than producing a misleading figure — the results blank out and a message appears.
- The validated values are substituted into the expression above, which resolves Floating Cover Area together with every supporting figure in one pass — no value is carried over from a previous entry.
- The supporting outputs — Top Length, Top Width, Area at the Crest, Slope Length, Base to Crest, Liner Area incl. Run-Out, Anchor Trench Length and Volume to the Crest — come from the same pass, so they always describe the same case as the headline figure.
- Results are rounded for display only. The full-precision value is used throughout the chain, so reading a rounded intermediate figure back into the tool by hand can shift the last digit.
What each input means
Where to read each value on the floor, the unit it must be in, and the range the tool accepts.
| Input | Unit | Accepted range | Default | What it means |
|---|---|---|---|---|
| Base Length | m | 1 to 2000 m | 40 | |
| Base Width | m | 1 to 2000 m | 20 | |
| Depth, Base to Crest | m | 0.2 to 50 m | 4 | |
| Side Slope (Horizontal per 1 Vertical) | H:1 | 0 to 10 H:1 | 2 | Two means two metres across for every metre down. |
| Run-Out into the Anchor Trench, Each Side | m | 0 to 10 m | 1 | Sheet carried over the crest and into the trench that holds it. |
| Cover Slack | % | 0 to 50 % | 5 | Extra cover so it can rise and fall with the level and gather gas. |
What the tool returns
The headline figure and every supporting value it is built from.
| Output | Unit | What it tells you |
|---|---|---|
| Floating Cover Area (headline result) | m² | Top area plus the run-out round the perimeter, plus slack |
| Top Length | m | |
| Top Width | m | |
| Area at the Crest | m² | |
| Slope Length, Base to Crest | m | |
| Liner Area incl. Run-Out | m² | |
| Anchor Trench Length | m | |
| Volume to the Crest | m³ |
Worked example
Given
- Lagoon
- 40 x 20 m base, 4 m deep, 2:1 sides
- Sheet
- 1 m run-out, 5% cover slack
Substituting
top 40 + 2 x 4 x 2 = 56 m by 20 + 16 = 36 m: 2,016 m²; perimeter 184 mcover (2,016 + 184 x 1) x 1.05 = 2,310 m²slope run 4 x sqrt(1 + 2²) = 8.944 m; liner 800 + 8.944 x 96 + 8.944 x 56 + 184 = 2,343.5 m²volume 4 / 6 x (800 + 4 x 48 x 28 + 2,016) = 4 / 6 x 8,192 = 5,461 m³Answer
- Top
- 56 x 36 m, 2,016 m²
- Cover
- 2,310 m²
- Liner
- 2,343 m²
- Volume
- 5,461 m³, 184 m of anchor trench
The base is 800 m²; the cover is nearly three times that because the sides spread the top out.
How to use it
- Work through the input groups in order — Lagoon and Sheet. The defaults are a realistic case, so you can change one value at a time and watch what moves.
- There is no calculate button. Every figure recalculates as you type or drag, which is what makes this usable for a what-if sweep rather than a single answer.
- Read Floating Cover Area in the dark results panel — that is the headline figure, expressed in m².
- Check the supporting rows underneath (Top Length, Top Width, Area at the Crest, Slope Length, Base to Crest, Liner Area incl. Run-Out, Anchor Trench Length and Volume to the Crest) before acting on the headline — they are where an implausible input usually shows itself first.
- Reset to defaults returns every field to the reference case, which is the quickest way to check whether a surprising result came from the tool or from an input you had changed earlier.
Where this is used
- Process planning — establishing Floating Cover Area before a trial is booked, so machine time and material in Geosynthetics & Civil Engineering are committed against a calculated figure rather than an estimate.
- Costing and quotation — Floating Cover Area is an input to the cost sheet, and quoting from a worked number rather than a remembered one is what keeps a margin intact.
- Troubleshooting — when the floor result drifts from plan, entering the measured values (starting with Base Length) shows how much of the gap in Floating Cover Area each variable explains.
- Teaching and study — the accepted ranges bracket normal Geosynthetics & Civil Engineering practice, so moving one variable at a time shows the shape of the relationship rather than a single answer.
Reading the result
Typical bands and what each one is telling you.
| Value | What it indicates |
|---|---|
| Steep side slope | Less area at the top for the same volume, but the bank must stand at that slope. The designer sets it. |
| Cover much larger than the liner's base | Expected: a cover spans the whole top, the base is the bottom of a funnel. |
| Volume to the crest | Take off the freeboard the design keeps before quoting working capacity. |
Assumptions and limits
- The lagoon is a rectangular base with four sides at the same slope, so the top is the base plus twice the horizontal run of a side. Cover and liner both run over the crest into an anchor trench round the top; the run-out, slack and the trench detail are the design's. Liner area is the base plus four trapezoidal sides measured along the slope. Volume is to the crest, by the prismoidal formula, which is exact for this shape; working volume is less by the freeboard. Welding overlaps and the trench itself are not counted. **This is a geometry take-off; cover ballast, gas handling and liner leak detection are design matters.**
- Every input is bounded to the range normal practice occupies (Base Length 1 to 2000 m, Base Width 1 to 2000 m and Depth, Base to Crest 0.2 to 50 m, and so on for the rest). Those bounds are guard rails against typing errors, not a claim that the formula fails one unit outside them.
- The calculation is deterministic: the same inputs always give the same result. It carries no allowance for machine condition, operator skill, ambient conditions or lot-to-lot material variation unless an input above explicitly represents one.
- Nothing is sent anywhere. The maths runs in your browser, so the numbers you type never leave the page.
Standards and further reading
- The lagoon design and the regulator's rules for slurry, digestate or wastewater storage, which set freeboard, liner and cover requirements.
- The cover and liner makers' installation guides for anchor trenches, welding and ballast.
Questions people ask
What does a 2:1 slope mean?
Two metres horizontally for every metre of depth. A 4 m deep lagoon with 2:1 sides is 8 m wider each side at the top than at the base.
Why is the liner larger than the plan suggests?
Because the sides are measured along the slope, which is longer than their horizontal run, and the sheet goes into the anchor trench.
Why give the cover slack?
The level rises and falls, and covers on digestate or slurry lift as gas gathers. A tight cover pulls at its anchors.