Coastal longshore transport worksheet calculator

Calculate illustrative bulk alongshore transport with your own figures.

Your numbers

Use the units shown. Results update as you change valid inputs.

Use illustrative bulk alongshore transport to compare changes to your inputs. The method and limits below explain the scope.

Examples

Examples

Try the starting example

Breaking-wave energy flux per crest width (W/m)
10000
Breaking-wave angle relative to shore normal (degrees)
15
Supplied CERC dimensionless coefficient K
0.39
Sediment density (kg/m³)
2650
Water density (kg/m³)
1025
Sediment porosity fraction
0.4
Illustrative bulk alongshore transport (m³/s)
0.101972

Try another scenario

Breaking-wave energy flux per crest width (W/m)
11000
Breaking-wave angle relative to shore normal (degrees)
15
Supplied CERC dimensionless coefficient K
0.39
Sediment density (kg/m³)
2650
Water density (kg/m³)
1025
Sediment porosity fraction
0.4
Illustrative bulk alongshore transport (m³/s)
0.112169
Calculation method

Calculation method

Illustrative bulk alongshore transport (m³/s)

K energy flux sin(angle)cos(angle) / ((sediment−water density)g(1−porosity)); sign follows wave angle.

Symbols and units
a
Breaking-wave energy flux per crest width (W/m)
b
Breaking-wave angle relative to shore normal (degrees)
c
Supplied CERC dimensionless coefficient K
d
Sediment density (kg/m³)
e
Water density (kg/m³)
f
Sediment porosity fraction

Use the units shown. A list keeps the order in which you enter its values. The symbol ^ means “raised to the power of”.

Assumptions & limits

Assumptions & limits

  • User-coefficient CERC-style energy-flux transport potential. Requires appropriate breaking-wave inputs and external calibration; not a prediction or coastal design. Quantities are deterministic calculations from supplied observations and assumptions; no external data is fetched. Supported limits: Finite inputs only; numeric fields bounded as labelled. Lists and JSON records are limited to 256 entries unless a stricter tool bound is stated. No automatic design approval, legal conclusion, treatment recommendation or safety certification. Breaking-wave energy flux per crest width (W/m): minimum 0, maximum 1000000000000.0. Breaking-wave angle relative to shore normal (degrees): minimum -90, maximum 90. Supplied CERC dimensionless coefficient K: minimum 1e-12, maximum 1000000000000.0. Sediment density (kg/m³): minimum 1e-12, maximum 1000000000000.0. Water density (kg/m³): minimum 1e-12, maximum 1000000000000.0. Sediment porosity fraction: minimum 0, maximum 0.99.
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Further reading

Method reference ↗

Background reading; this does not imply endorsement or independent review of SumFizz.

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