Revetment Rock Quantity Calculator

Plan rock revetment quickly with clear, trusted inputs. Compare scenarios, trucks, and trench allowances easily. Save tables and share totals with your crew instantly.

White theme • Single-file tool

Calculator

Conversions are shown automatically after you calculate.
Measured along the shoreline/structure alignment.
Toe to crest vertical face height (excluding extras).
Extra depth below bed for stability.
Extra height above design water level.
:
Example: 2:1 means 2 horizontal to 1 vertical.
Use placed thickness (often 1.5–2 × D50).
Accounts for spillage, sorting, and trimming losses.
Bulk unit weight matches delivered/placed rock behavior.
Typical riprap bulk values: 1.55–1.75 t/m³.
Used only when you choose solid + void fraction.
Bulk = solid × (1 − voids). Example voids: 0.35–0.45.
Adds a rectangular trench/apron volume to rock.
Leave 0 to use full bank length.
Common toe trench widths: 0.5–1.0 m.
Depth below bed or into bank material.
Granular bedding layer beneath rock (set 0 if none).
Bulk unit weight for bedding aggregate.
Optional. Set 0 to hide load estimate.
Required fields are marked with *. For quick checks, keep defaults and adjust only site dimensions.

Formula used

The calculator treats the revetment as a sloped rectangular face plus optional toe trench volume. The face slope length is computed from the vertical height and the slope ratio.

  • Vertical total: Htot = H + Htoe + Hfree
  • Slope multiplier: M = √(1 + (H:V)2) = √(1 + (H/V)2)
  • Slope length: Ls = Htot × M
  • Slope face area: A = Lbank × Ls
  • Rock volume (face): Vface = A × t
  • Toe trench volume (optional): Vtoe = Ltoe × w × d
  • Wastage: Vrock = (Vface + Vtoe) × (1 + W/100)
  • Mass: T = V × γbulk (bulk unit weight)
  • Bulk from solid + voids: γbulk = ρsolid × (1 − n)

How to use this calculator

  1. Choose your unit system and enter the bank length.
  2. Enter the vertical height, plus any toe embedment and freeboard.
  3. Set the slope ratio (H:V) from your design drawing.
  4. Enter placed rock thickness and a realistic wastage percent.
  5. Use bulk unit weight from supplier tickets if available.
  6. Optionally add a toe trench and filter layer for totals.
  7. Press Calculate to see results and download reports.

Example data table

Scenario Bank length (m) Vertical height (m) Slope (H:V) Thickness (m) Wastage (%) Bulk unit weight (t/m³) Rock volume (m³) Rock mass (t)
Typical riverbank 50 3.0 2:1 0.45 7 1.65 ≈ 121 ≈ 200
Steeper slope 50 3.0 1.5:1 0.45 7 1.65 ≈ 105 ≈ 173
Heavier thickness 50 3.0 2:1 0.60 7 1.65 ≈ 161 ≈ 265
The example volumes are rounded and exclude toe trench and filter layers. Run the calculator for exact outputs and exports.

Slope geometry drives area

Rock demand starts with slope face area. The tool converts vertical height, toe embedment, and freeboard into a vertical total, then multiplies by the slope multiplier √(1+(H/V)²) to get slope length. A flatter slope such as 3:1 increases face area and volume compared with 2:1 at the same height. Base the slope ratio on as-built grades. Confirm heights using survey shots and benchmarks.

Thickness and gradation selection

Placed thickness should reflect the specified gradation and placement method. A common check is 1.5–2.0 times the D50 stone size, with added thickness where hand placement is limited. If the project includes a second layer or an armor/bedding split, run the calculator twice using each thickness and then add totals for procurement.

Bulk unit weight and voids

Suppliers may quote by volume or by mass, so the bulk unit weight links both. Typical riprap bulk unit weight ranges from about 1.55 to 1.75 t/m³, depending on rock type and voids. If you only know solid density (often 2.60–2.80 t/m³), estimate bulk using γbulk=ρsolid×(1−n) with void fraction n around 0.35–0.45 for dumped rock.

Toe trench and filter allowances

Toe features stabilize the slope and can add meaningful quantity. The calculator treats the trench/apron as a rectangular volume using length, width, and depth; set trench length to zero to assume it matches bank length. Filter bedding is computed from face area and filter thickness; typical granular filters are 0.10–0.20 m and should be matched to the filter design criteria.

Procurement and hauling planning

After wastage is applied, the placed rock volume becomes the order quantity. Use wastage to cover sorting, breakage, handling losses, and trimming; 5–12% is common depending on access and quality control. Enter truck capacity to estimate loads from total mass and compare haul plans. Export CSV or PDF results to support takeoffs, bid tabs, and delivery tracking.

FAQs

What height should I enter for the bank?

Enter the vertical height from toe to crest. Add toe embedment for below-bed depth and freeboard for extra crest height above the design level. The calculator sums these to compute the sloped face length.

Why does the tool ask for bulk unit weight?

Bulk unit weight converts placed volume to delivered mass. Use supplier ticket averages when possible. If you only know solid density, select the solid mode and enter a reasonable void fraction to estimate bulk behavior.

What wastage percentage is reasonable?

Use 5–8% for good access and controlled placement, and 8–12% for difficult access, heavy sorting, or tight trimming. If you are unsure, run two scenarios and use the higher value for budgeting.

How is the toe trench quantity handled?

When enabled, the toe is treated as a rectangular prism: length × width × depth. Leave trench length at zero to automatically use the bank length. This toe volume is added to face rock before wastage.

Why are results shown in metric even in imperial mode?

Calculations are performed in metric internally for consistency, then converted for display. You can still enter feet in imperial mode, and the table will show converted values beside the metric results.

Can I estimate multiple reaches or varying slopes?

Yes. Run the calculator for each reach, slope, or thickness change and export CSV for each run. Sum the rock volumes or masses in a spreadsheet to build a project total and hauling plan.

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Important Note: All the Calculators listed in this site are for educational purpose only and we do not guarentee the accuracy of results. Please do consult with other sources as well.