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Mats are rated in shear, not velocity — and the same velocity can sit either side of the limit depending on how deep the water is.
Applied Boundary Shear
—Pa
Shear the design flow imposes on the channel lining
Capacity Check
Mean Flow Velocity
—m/s
Factor of Safety
—×
Maximum Flow Depth
—m
Unit Discharge
—m²/s
Channel Discharge
—m³/s
Hydraulic radius is taken as flow depth, which holds for wide shallow channels and overstates capacity in narrow ones — use the true hydraulic radius where width is less than about ten times depth. Permissible shear for a vegetated mat depends on the stand of grass actually established, so the unvegetated rating governs the first season and after any repair. Shear at bends and at the toe of a drop runs well above the uniform-flow value computed here.
Using this calculator
About the Turf Reinforcement Matrix Shear Stress & Channel Velocity Limits
The formula
This is the expression the tool evaluates. Every term is named underneath, with the unit it must be supplied in.
Each input feeds the expression evaluated in the browser; the symbol table below names every term and its unit.
Symbols used above
Symbol
Stands for
Unit
flowDepth
Flow Depth
m
channelSlope
Channel Slope
m/m
channelWidth
Channel Bottom Width
m
manningN
Manning Roughness
n
permissibleShear
Mat Permissible Shear
Pa
appliedShear
Applied Boundary Shear
Pa
flowVelocity
Mean Flow Velocity
m/s
factorOfSafety
Factor of Safety
×
maxPermissibleDepth
Maximum Flow Depth
m
unitDischarge
Unit Discharge
m²/s
channelDischarge
Channel Discharge
m³/s
How the result is derived
Step by step, from the values you type to the figure on screen.
The 5 inputs are read from the form on every keystroke: Flow Depth, Channel Slope, Channel Bottom Width, Manning Roughness and Mat Permissible Shear.
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 Applied Boundary Shear together with every supporting figure in one pass — no value is carried over from a previous entry.
The supporting outputs — Mean Flow Velocity, Factor of Safety, Maximum Flow Depth, Unit Discharge and Channel Discharge — 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
Flow Depth
m
0.01 to 5 m
0.45
Channel Slope
m/m
0.0005 to 0.5 m/m
0.03
Channel Bottom Width
m
0.2 to 50 m
3
Manning Roughness
n
0.01 to 0.15 n
0.03
Vegetated mats run higher than bare mats; use the design condition.
Mat Permissible Shear
Pa
20 to 2000 Pa
480
Manufacturer rating for the vegetated or unvegetated case being checked.
What the tool returns
The headline figure and every supporting value it is built from.
Output
Unit
What it tells you
Applied Boundary Shear (headline result)
Pa
Shear the design flow imposes on the channel lining
Mean Flow Velocity
m/s
Factor of Safety
×
Maximum Flow Depth
m
Unit Discharge
m²/s
Channel Discharge
m³/s
Worked example
Given
Flow Depth
0.45 m
Channel Slope
0.03 m/m
Channel Bottom Width
3 m
Manning Roughness
0.03 n
Mat Permissible Shear
480 Pa
The tool loads with this case already solved — the Applied Boundary Shear shown above is its answer. Change one value and the difference from this baseline is the sensitivity of the result to that variable.
How to use it
Work through the input groups in order — Channel Hydraulics and Mat & Roughness. 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 Applied Boundary Shear in the dark results panel — that is the headline figure, expressed in Pa.
Check the supporting rows underneath (Mean Flow Velocity, Factor of Safety, Maximum Flow Depth, Unit Discharge and Channel Discharge) 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 Applied Boundary Shear 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 — Applied Boundary Shear 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 Flow Depth) shows how much of the gap in Applied Boundary Shear 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.
Assumptions and limits
Hydraulic radius is taken as flow depth, which holds for wide shallow channels and overstates capacity in narrow ones — use the true hydraulic radius where width is less than about ten times depth. Permissible shear for a vegetated mat depends on the stand of grass actually established, so the unvegetated rating governs the first season and after any repair. Shear at bends and at the toe of a drop runs well above the uniform-flow value computed here.
Every input is bounded to the range normal practice occupies (Flow Depth 0.01 to 5 m, Channel Slope 0.0005 to 0.5 m/m and Channel Bottom Width 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.
Questions people ask
What do I need to know before using the Turf Reinforcement Matrix Shear Stress & Channel Velocity Limits?
Have these to hand: Flow Depth, Channel Slope, Channel Bottom Width, Manning Roughness and Mat Permissible Shear. With those entered, the tool returns Applied Boundary Shear immediately.
What exactly is Applied Boundary Shear?
Shear the design flow imposes on the channel lining. It is reported in Pa. It is derived from Flow Depth, Channel Slope, Channel Bottom Width, Manning Roughness and Mat Permissible Shear, and is the figure the rest of the Geosynthetics & Civil Engineering calculation is built around.
Which units does this calculator expect?
Enter Flow Depth in m, Channel Slope in m/m, Channel Bottom Width in m, Manning Roughness in n and Mat Permissible Shear in Pa. Mixing unit systems is the most common cause of a result that looks an order of magnitude wrong — convert before typing, not after reading.
What are the other figures under the main result?
They are the intermediate quantities the calculation passes through: Mean Flow Velocity, Factor of Safety, Maximum Flow Depth, Unit Discharge and Channel Discharge. They are shown because a headline number nobody can trace is a number nobody trusts — checking them against your own expectation is the fastest way to confirm the inputs were read as you intended.
Can I rely on this for a production decision?
Hydraulic radius is taken as flow depth, which holds for wide shallow channels and overstates capacity in narrow ones — use the true hydraulic radius where width is less than about ten times depth. Permissible shear for a vegetated mat depends on the stand of grass actually established, so the unvegetated rating governs the first season and after any repair. Shear at bends and at the toe of a drop runs well above the uniform-flow value computed here. Treat the output as an engineering estimate that narrows the trial window, not as a substitute for the trial.