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Sediment Bin Width Factor Tool

Normalize supplied sediment-bin mass by explicit linear-size or natural-log-size width.

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Description

Use upperSize-lowerSize for linear width or ln(upperSize/lowerSize) for log width, then divide mass by that width.

Sediment and soil calculations distinguish mass basis, solid density, bulk volume, and grain-size conventions. Changing moisture or grain-size scale changes the denominator or coordinate, not the physical sample itself.

Use upperSize-lowerSize for linear width or ln(upperSize/lowerSize) for log width, then divide mass by that width.

When to use this tool

Use Sediment Bin Width Factor when you need an explicit sediment or material-basis conversion.

How to use the tool and how it works

  1. Enter lowerSize, upperSize, suppliedBinMass, useLogWidth. Use the units and conventions below.
  2. Run the tool. Correct any format, range, or cross-field input error before interpreting the output.
  3. Read width, massPerWidth. Use the output convention below.

Require positive ordered size bounds and nonnegative suppliedBinMass. Use upperSize-lowerSize for linear width or ln(upperSize/lowerSize) for log width, then divide mass by that width.1

Input fieldMeaning and unitsAccepted input
lowerSizeLower SizeRequired. Finite number; strictly above 0.
upperSizeUpper SizeRequired. Finite number.
suppliedBinMassSupplied Bin MassRequired. Finite number; minimum 0.
useLogWidthUse Log WidthRequired. Boolean.
Output fieldInterpretationReturned shape
widthUpper minus lower size or natural-log size ratio under useLogWidth; not a phi-bin width.Required. Finite number.
massPerWidthMass Per WidthRequired. Finite number.
json
{
  "input": {
    "lowerSize": 1,
    "upperSize": 3,
    "suppliedBinMass": 8,
    "useLogWidth": false
  },
  "output": {
    "width": 2,
    "massPerWidth": 4
  }
}

Limitations and assumptions

  • Linear output is mass per size unit and logarithmic output is mass per natural-log interval, not phi-bin density; units and sampling basis must match and no size distribution is inferred.
  • Inputs must satisfy both the field types and the cross-field conditions above. Invalid input causes an error; a successful false flag or documented placeholder is a different result.
  • Numeric calculations use binary floating point unless exact decimal-integer arithmetic is explicitly stated. No hidden measurement tolerance or decimal rounding is added; nonfinite or out-of-contract results are rejected. Numeric signed-zero results are exported as zero.

Alternative or Complementary methods

Use a traceable laboratory and sampling method for the required material property. Align wet/dry basis, solid versus bulk density, grain-size scale, and interval definitions before comparing samples.

References

  1. Calculation and input contract: geomorphology/sediment-bin-width-factor — tool.io

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