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Calcimator

Stratigraphy Volume Calculator

Calculate excavation volume from layer dimensions and variable depth across the unit.

About this calculator

A stratigraphic layer almost never sits at a perfectly uniform depth across an excavation unit, since natural slope, prior disturbance, and the irregular way sediment accumulates all leave a layer thicker in some corners than others. This calculator averages depth measurements taken at all four profile walls — north, south, east, and west — to get a representative depth for the whole unit rather than relying on a single spot measurement that might not reflect the layer as a whole, and it separately reports the spread between the shallowest and deepest corner so you can judge at a glance how uniform or irregular the layer actually is.

Multiplying that average depth by the unit's plan area gives a first-pass volume, and a slope or irregularity correction percentage inflates that figure further to account for surface irregularities a simple four-corner average can still miss, like an undulating floor or a sloped unit wall. From that volume estimate, the calculator projects three practical planning numbers field crews actually use: estimated person-days of careful excavation at a conservative rate of half a cubic meter per person per day, total soil weight for planning removal and disposal logistics, and how many 10-liter screening buckets the material will fill if roughly half the volume gets passed through fine mesh screen to recover small artifacts.

Inputs

ft
ft
ft
ft
ft
ft
%

Results

Volume

0.58 m³

≈ 7 wheelbarrows

Estimated Person-Days

1.2

Average Depth0.14 m
Depth Variation0.08 m
Plan Area4 m²
Soil Weight866 kg
Screen Buckets (~10L)29
How to Use This Calculator
  1. Enter Unit Length, Unit Width, and Depth (North).
  2. Set Depth (South), Depth (East), and Depth (West).
  3. Adjust Slope/Irregular Correction as needed.
  4. Review Volume (m³) and Estimated Person-Days.
  5. Use Average Depth (m) and Depth Variation (m) to inform your decision.

How the result changes with Unit Length

Unit LengthVolumeEstimated Person-Days
10.29 m³0.6
1.50.43 m³0.9
30.87 m³1.7
51.44 m³2.9

What each input means

Unit Length
North-south dimension of the excavation unit.
Unit Width
East-west dimension.
Depth (North)
Layer depth at the north profile.
Depth (South)
Layer depth at the south profile.
Depth (East)
Layer depth at the east profile.
Depth (West)
Layer depth at the west profile.
Slope/Irregular Correction
Additional volume for irregular surfaces and slopes.

How this is calculated

Worked example, using the default values

  1. Identify Input Parameters
    4 parameters
    Unit Length = 2, Unit Width = 2, Depth (North) = 0.15, Depth (South) = 0.12 = 7 input(s) provided
  2. Calculate Volume
    Volume
    0.578 = 0.578
  3. Calculate Estimated Person-Days
    Estimated Person-Days
    1.2 = 1.2
  4. Calculate Average Depth
    Average Depth
    0.138 = 0.138
  5. Calculate Depth Variation
    Depth Variation
    0.08 = 0.08

Engine last updated . Checked against 2 independently-derived tests — how we verify calculators. Built by Paul Gunder, a software engineer, not a licensed financial, medical, or legal professional.

Frequently Asked Questions

Why does the calculator average four separate depth measurements instead of using one?

A stratigraphic layer's thickness commonly varies across an excavation unit due to natural slope, differential compaction, or prior disturbance, so measuring at all four profile walls and averaging gives a more representative depth than trusting a single corner or the center point, which could be unusually shallow or deep relative to the unit as a whole. The separate depth variation figure then tells you how much that single average number is actually hiding.

What does a large depth variation number actually tell me about the unit?

A large gap between the shallowest and deepest corner measurement suggests the layer's boundary is sloped, disturbed, or irregular rather than flat and consistent, which is exactly the situation the slope correction percentage exists to compensate for. A high depth variation alongside a low slope correction setting is worth double-checking, since it may mean the correction percentage entered doesn't fully reflect how irregular this particular unit's layer actually is.

How was the 0.5 cubic meters per person-day excavation rate chosen?

That rate reflects careful, controlled archaeological excavation with hand tools, stratigraphic documentation, and artifact recovery as work proceeds, which is dramatically slower than mechanical earthmoving precisely because the goal is preserving contextual information, not just removing soil. Actual rates in the field vary with soil compaction, artifact density, and how much documentation a given context requires, so treat this as a reasonable planning baseline rather than a fixed rule.

Why does only half the soil volume get counted toward the screening bucket estimate?

Screening every bit of excavated soil through fine mesh is often impractical at the volumes a full excavation produces, so many projects screen a representative sample or apply screening selectively to contexts most likely to yield small artifacts, with the other portion examined by eye during excavation instead. The 50% assumption here is a common field compromise, and a project's actual research design may call for screening more or less than that depending on what the investigation is trying to recover.

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