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Erosion Control Blanket on a Slope: True Slope Length, Strips, Rolls & Staples

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See what it looks like

The drawing gives the rise and the gradient. The blanket covers the hypotenuse, plus the bit buried at the top.

Slope From the drawing
m
H : 1V

2 for a 1V:2H slope. The same figure written 2:1 (H:V) on many drawings.

m

Measured along the toe or the crest, across the direction the rolls run.

cm

Blanket buried in the anchor trench at the crest and carried past the toe, added to every strip.

Blanket & Fixing From the product sheet and the specification
m
m
cm
cm
per m²

From the manufacturer's staple pattern for this slope, laps included.

%

A planning figure, not a measured loss.

Rolls to Order

— rolls

The larger of the count by length (with allowance) and the count by whole cuts

Layout

True Slope Length
— m
Slope Angle
— °
Strip Length incl. Anchor
— m
Strips across the Slope
— strips
End Joins per Strip
— joins
Linear Metres Laid
— m
Rolls by Length incl. Allowance
— rolls
Rolls if Each Strip Is Cut Whole
— rolls
Slope Area
— m²
Blanket Area Laid
— m²
Laps & Anchor above the Slope Area
— %
Staples or Pins
— staples

The tool lays every strip down the slope from the crest, so the true slope length, not the plan distance, sets the strip. Laps, the crest anchor and the staple pattern are the product sheet's and the specification's; the tool has no figure of its own and does not choose a blanket for the slope or the flow. When a strip is shorter than a roll, whole strips are cut from each roll and the offcut is counted as lost; when it is longer, strips are joined down the slope at the end lap. The order is the larger of the two roll counts. **This is a quantity take-off for a plane slope, not an erosion design.**

Using this calculator

About the Erosion Control Blanket on a Slope: True Slope Length, Strips, Rolls & Staples

The formula

This is the expression the tool evaluates. Every term is named underneath, with the unit it must be supplied in.

True slope length
slopeLength = rise x sqrt(1 + gradientH^2)

A 1V:nH slope rises 1 for every n across, so its face is sqrt(1 + n^2) long for each metre of rise.

Strips across the slope
strips = ceil((slopeWidth - sideLap) / (rollWidth - sideLap))

n strips of width W lapped by o cover n x W - (n - 1) x o.

Whole cuts from each roll
rollsByCuts = ceil(strips / floor(rollLength / stripLength))

For strips shorter than a roll. Longer strips are joined: strips x pieces per strip.

Staples
staples = ceil(blanketArea x staplesPerM2)

The pattern density applied to the blanket actually laid, laps and anchor included.

Symbols used above
SymbolStands forUnit
riseMVertical Rise, Toe to Crestm
gradientHGradient (Horizontal per 1 Vertical)H : 1V
slopeWidthMWidth along the Slopem
crestAllowanceCmCrest Anchor & Run-Out Allowancecm
rollWidthMRoll Widthm
rollLengthMRoll Lengthm
sideLapCmSide Lap between Stripscm
endLapCmEnd Lap at a Join (Upper Roll over Lower)cm
staplesPerM2Staple Pattern Densityper m²
wastagePctCutting & Damage Allowance%
rollsNeededRolls to Orderrolls
slopeLengthMTrue Slope Lengthm
slopeAngleDegSlope Angle°
stripLengthMStrip Length incl. Anchorm
stripsStrips across the Slopestrips
joinsPerStripEnd Joins per Stripjoins
linearMetresLinear Metres Laidm
rollsByLengthRolls by Length incl. Allowancerolls
rollsByCutsRolls if Each Strip Is Cut Wholerolls
slopeAreaM2Slope Aream²
blanketAreaM2Blanket Area Laidm²
overSlopePctLaps & Anchor above the Slope Area%
staplesStaples or Pinsstaples

How the result is derived

Step by step, from the values you type to the figure on screen.

  1. The 10 inputs are read from the form on every keystroke: Vertical Rise, Toe to Crest, Gradient (Horizontal per 1 Vertical), Width along the Slope, Crest Anchor & Run-Out Allowance, Roll Width, Roll Length, Side Lap between Strips, End Lap at a Join (Upper Roll over Lower), Staple Pattern Density and Cutting & Damage Allowance.
  2. 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.
  3. The validated values are substituted into the expression above, which resolves Rolls to Order together with every supporting figure in one pass — no value is carried over from a previous entry.
  4. The supporting outputs — True Slope Length, Slope Angle, Strip Length incl. Anchor, Strips across the Slope, End Joins per Strip, Linear Metres Laid, Rolls by Length incl. Allowance, Rolls if Each Strip Is Cut Whole, Slope Area, Blanket Area Laid, Laps & Anchor above the Slope Area and Staples or Pins — come from the same pass, so they always describe the same case as the headline figure.
  5. 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.

InputUnitAccepted rangeDefaultWhat it means
Vertical Rise, Toe to Crestm0.5 to 200 m6
Gradient (Horizontal per 1 Vertical)H : 1V0.5 to 20 H : 1V22 for a 1V:2H slope. The same figure written 2:1 (H:V) on many drawings.
Width along the Slopem1 to 10000 m50Measured along the toe or the crest, across the direction the rolls run.
Crest Anchor & Run-Out Allowancecm0 to 300 cm60Blanket buried in the anchor trench at the crest and carried past the toe, added to every strip.
Roll Widthm0.5 to 6 m2.4
Roll Lengthm5 to 200 m30
Side Lap between Stripscm0 to 50 cm10
End Lap at a Join (Upper Roll over Lower)cm0 to 100 cm15
Staple Pattern Densityper m²0 to 20 per m²2From the manufacturer's staple pattern for this slope, laps included.
Cutting & Damage Allowance%0 to 50 %5A planning figure, not a measured loss.

What the tool returns

The headline figure and every supporting value it is built from.

OutputUnitWhat it tells you
Rolls to Order (headline result)rollsThe larger of the count by length (with allowance) and the count by whole cuts
True Slope Lengthm
Slope Angle°
Strip Length incl. Anchorm
Strips across the Slopestrips
End Joins per Stripjoins
Linear Metres Laidm
Rolls by Length incl. Allowancerolls
Rolls if Each Strip Is Cut Wholerolls
Slope Aream²
Blanket Area Laidm²
Laps & Anchor above the Slope Area%
Staples or Pinsstaples

Worked example

Given

Slope
6 m rise at 1V:2H, 50 m wide, 60 cm crest anchor
Roll
2.4 x 30 m, 10 cm side lap, 15 cm end lap
Fixing
2 staples per m²
Allowance
5%

Substituting

6 x sqrt(1 + 2^2) = 6 x 2.236 = 13.42 m; + 0.6 m anchor = 14.02 m per strip(50 - 0.1) / (2.4 - 0.1) = 21.7, so 22 strips22 x 14.02 = 308.4 m; x 1.05 = 323.8 m; / 30 = 10.8, so 11 rolls by lengthfloor(30 / 14.02) = 2 strips per roll; 22 / 2 = 11 rolls by cuts, 1.97 m offcut eachblanket 308.4 x 2.4 = 740.1 m² against 670.8 m² of slope (+10.3%); 740.1 x 2 = 1,481 staples

Answer

Slope length
13.42 m at 26.6°
Strips
22 of 14.02 m, no joins
Rolls
11 (2 strips from each roll)
Staples
1,481

Measured on plan the same slope is only 12 m deep; a take-off from plan would have been more than a tenth short before any laps.

How to use it

  1. Work through the input groups in order — Slope and Blanket & Fixing. The defaults are a realistic case, so you can change one value at a time and watch what moves.
  2. 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.
  3. Read Rolls to Order in the dark results panel — that is the headline figure, expressed in rolls.
  4. Check the supporting rows underneath (True Slope Length, Slope Angle, Strip Length incl. Anchor, Strips across the Slope, End Joins per Strip, Linear Metres Laid, Rolls by Length incl. Allowance, Rolls if Each Strip Is Cut Whole, Slope Area, Blanket Area Laid, Laps & Anchor above the Slope Area and Staples or Pins) before acting on the headline — they are where an implausible input usually shows itself first.
  5. 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 Rolls to Order 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 — Rolls to Order 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 Vertical Rise, Toe to Crest) shows how much of the gap in Rolls to Order 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.

ValueWhat it indicates
Strip just longer than half a rollOnly one strip per roll and a large offcut. A longer roll, or using offcuts on the shorter end slopes, saves rolls.
Rolls by cuts well above rolls by lengthThe offcuts are the loss. Plan where they go before ordering the lower figure.
Slope angle above 45° (gradient below 1)Steeper than 1:1. Check the product is rated for it; the take-off does not.

Assumptions and limits

  • The tool lays every strip down the slope from the crest, so the true slope length, not the plan distance, sets the strip. Laps, the crest anchor and the staple pattern are the product sheet's and the specification's; the tool has no figure of its own and does not choose a blanket for the slope or the flow. When a strip is shorter than a roll, whole strips are cut from each roll and the offcut is counted as lost; when it is longer, strips are joined down the slope at the end lap. The order is the larger of the two roll counts. **This is a quantity take-off for a plane slope, not an erosion design.**
  • Every input is bounded to the range normal practice occupies (Vertical Rise, Toe to Crest 0.5 to 200 m, Gradient (Horizontal per 1 Vertical) 0.5 to 20 H : 1V and Width along the Slope 1 to 10000 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

  • ASTM D6459, Standard Test Method for Determination of Rolled Erosion Control Product (RECP) Performance in Protecting Hillslopes from Rainfall-Induced Erosion: the test behind slope ratings on product sheets.
  • ASTM D6460, the matching test for RECPs in channels.
  • The manufacturer's installation guide: anchor trench, laps and the staple pattern for the slope.

Questions people ask

Why not use the plan area?

Because the blanket lies on the face. On a 1V:2H slope the face is 11.8% longer than its plan depth, on 1V:1H it is 41% longer.

Which way do the laps go?

Upper roll over lower at an end join, shingled so water running down the slope passes over the lap instead of under it. The installation guide gives the detail.

Where does the staple density come from?

The manufacturer's staple pattern, which usually tightens as the slope steepens and along laps. Enter the average over the whole blanket.

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