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Open Channel Capacity (Manning)

Civil drainage and stormwater design calculators

Explore runoff, soakwell sizing, detention storage and channel capacity calculations. Built for civil and site engineers preparing drainage designs.

Find the calculator for your task

Explore the methods and required inputs below. Running a calculation requires an approved Tenselo account with access to the relevant calculators.

A result preview

Trapezoidal channel

Manning's equation · concrete-lined

A preview of the result layout with selected inputs. It is not a complete design example; review the full inputs, method, assumptions and warnings when assessing your own site.

Inputs
Section Trapezoidal
Depth 0.45 m
Slope 0.004 m/m
Manning n 0.013
Results
1,132 L/s
Discharge
1.97 m/s
Velocity
0.574 m²
Flow area
0.258 m
Hydraulic radius
1.95 m
Top width
97.8 ML/d
Capacity

Why it matters on the job

Flows by the method

Estimate peak flows with the Rational Method where it is appropriate to the catchment and accepted by the approving authority.

Review flow and velocity

Review Manning's channel capacity and velocity against site-specific freeboard and erosion criteria.

Detention that fits

Screen storage needs, then check outlet behaviour and the permitted discharge rate for the relevant design storms.

Civil drainage design calculations

Tenselo provides civil drainage calculators for site engineers assessing rainfall runoff, culvert capacity, open channels, detention storage, infiltration and stormwater pump pits. Use the separate calculations to document a design assumption, compare a component or check an operating condition.

Start with rainfall and the contributing catchment

Record the catchment area, surface types, flow paths and discharge point. For Australian projects, use the Australian Rainfall and Runoff guidance and design rainfall resources, with the probability, duration and inputs required by the applicable method and approving authority. STM-005 is described for Australian Bureau of Meteorology IFD inputs.

For a New Zealand site, check the relevant rainfall data and local design requirements. HIRDS design rainfall information is a starting point for location-specific rainfall estimates. This does not establish that every Australian calculator method, coefficient or default is appropriate for a New Zealand project.

Use STM-007, Rational Method Peak Flow, where the method is appropriate for the catchment and accepted for the project. Rainfall intensity, a justified runoff coefficient and consistent area units all matter. Peak discharge is a flow rate; use STM-006, Rainfall Runoff Volume, when the question concerns water volume. See the verified STM-007 example. The time-of-concentration calculator supports a separate catchment timing check.

Culvert capacity and gravity pipe sizing

STM-001, Culvert Capacity, assesses headwater under inlet and outlet control for circular, box and arch culverts using the documented HDS-5 approach. Check the selected shape, dimensions, length, slope, inlet conditions and tailwater. Review blockage, road overtopping and the downstream discharge arrangement as part of the site design.

For a pipe driven by an available elevation difference, HYD-015, Gravity Flow, offers a pipe check and a size-for-flow mode. Its head-based calculation uses pipe dimensions, length, material and roughness assumptions. This is a different calculation from a partially filled stormwater drain or an interacting pit-and-pipe network; confirm the flow condition before choosing the tool.

Open channel flow calculator

STM-004, Open Channel Calculator, uses Manning's equation to assess flow, velocity, depth and hydraulic regime in rectangular, trapezoidal, triangular and parabolic sections. Typical tasks include channel and swale capacity checks. Document the geometry, roughness, gradient, water depth and freeboard.

Capacity at an assumed depth does not establish that the downstream outlet can receive the flow. For related surface-drainage checks, explore kerb and gutter flow capacity, area drain spacing and riprap and rock-armour sizing.

Detention storage, soakwells and infiltration

The on-site detention calculator provides a screening storage estimate. Check it alongside the detention outlet calculation, the permitted discharge rate and relevant storm durations. A final design may need a routed hydrograph assessment.

The soakwell calculator covers infiltration sizing and emptying time. A useful assessment needs contributing area, design rainfall, storage geometry and a site-supported infiltration rate. Check groundwater, setbacks and overflow provision. Related tools cover French drains, bioretention and raingardens and stormwater pump pits.

What does the drainage software provide?

These tools support component calculations and engineering assessment. This catalogue does not describe a connected drainage-network solver, CAD drawing package or automatic council-approval service. The complete site design, local rainfall assumptions and chosen methods still need engineering review.

New accounts require approval. These public pages explain the tools; running project calculations requires authorised application access. See availability and registration, or explore related pipe hydraulics, storage and pumping calculations.

STM-007 · live calculation example

Rational Method stormwater peak flow for a 2 ha catchment

What peak discharge should a preliminary civil drainage check allow for when a 2 ha medium-density residential catchment receives a design intensity of 120 mm/h? This hypothetical example keeps the area, coefficient and rainfall assumptions visible.

Design questionWhat peak flow does Q = C × I × A / 360 return?

Contributing catchment2.0 ha residential siteTypical coefficient selected: C = 0.65
Rational Method0.65 × 120 × 2 ÷ 360Area in hectares · intensity in mm/h
Preliminary peak discharge0.433 m³/s433 L/s at the outlet
Catchment area2.0 hacontributing area entered
Design coefficient0.65C 0.65 × frequency factor 1.00
Rainfall intensity120 mm/hsite and duration specific input required
Peak flow433 L/sequivalent to 0.433 m³/s

Calculated preliminary peak flow: 433 L/s. STM-007 applies Q = C × I × A / 360 with A in hectares and I in millimetres per hour. The result is a peak flow rate; it is not a runoff volume or a complete drainage-network design.

Verified live inputs

Surface selection
Medium-density residential
Typical runoff coefficient
0.65
Frequency factor
1.00
Design intensity
120 mm/h

This static hypothetical example was verified in the live Tenselo STM-007 calculator on 16 September 2026. Use current BoM/ARR inputs in Australia or the applicable local rainfall source and design requirements in New Zealand. Calculator execution and project PDF reports require authorised application access.

What is in this category

16 Stormwater & Drainage calculators

Every calculator in this category, by its reference code. Running them requires an approved Tenselo account with access to the relevant calculators.

  • STM-001 Culvert Capacity (HDS-5)

    Headwater by inlet & outlet control -- circular, box & arch (FHWA HDS-5)

  • STM-002 Riprap / Rock Armour D50

    Rock size for scour protection at outlets, beds & banks (Isbash method)

  • STM-003 Kerb & Gutter Flow Capacity

    Triangular gutter flow & spread (HEC-22 / Izzard): flow at a spread, or the spread a flow makes

  • STM-004 Open Channel Calculator

    Manning's equation -> flow, velocity, depth & regime for open channels / swales

  • STM-005 Rainfall IFD Design Intensity

    Interpolate BoM IFD intensity to your design duration / Tc (feeds the Rational Method)

  • STM-006 Rainfall Runoff Volume

    Runoff volume from a design rainfall depth and catchment

  • STM-007 Rational Method Peak Flow

    Stormwater peak discharge Q = C.I.A (ARR / council minor drainage), optional Bransby-Williams Tc

  • STM-008 Time of Concentration

    Catchment time of concentration (Bransby-Williams) for the Rational Method

  • STM-009 Bioretention / Raingarden (WSUD)

    Filter surface area for a bioretention basin / raingarden (%-of-catchment or Darcy flow-through)

  • STM-010 Detention Basin Outlet (Stage-Discharge)

    Low-level orifice + overflow weir discharge from a detention/OSD basin at a given water level

  • STM-011 First-Flush Capture Volume

    Water-quality first-flush volume to capture/treat from a catchment

  • STM-012 French Drain Calculator

    Perforated-pipe capacity + soil infiltration + aggregate storage & drawdown

  • STM-013 On-Site Detention (OSD) Storage

    Screening detention volume to hold developed runoff to the permissible site discharge (modified Rational)

  • STM-014 Soakwell / Infiltration Sizing

    Soakwell number & emptying time for roof/paved runoff (AS/NZS 3500.3 + WA practice)

  • STM-015 Area Drain Spacing Calculator

    Grate capacity + ponding + travel time -> max drain spacing & number of drains

  • STM-016 Stormwater Pump Pit

    Inflow -> pump duty, total dynamic head, pit volume & cycle check

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