Trapezoidal Channel Flow Area

Also known as A = B d + z d² · trapezoidal channel cross-section area · flow area of a trapezoidal ditch · roadside ditch flow area · triangular channel area B = 0 · wetted perimeter of a trapezoidal channel · top width of a trapezoidal channel · HEC-22 equation 6.7 · channel section properties · area wetted perimeter and top width · flow depth from area trapezoidal channel · bottom width side slope depth area

A=B d+z d2A = B\,d + z\,d^{2}
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Worked example: SI: B 0.8 m, d 0.5 m, z 3 → A = 1.15 m2. Press Try an example to run it live, then adjust anything.

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Where Trapezoidal Channel Flow Area fits

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See also

Hydraulic Radius: Divides this flow area by the wetted perimeter of the same section, which the note on this page also gives.Manning's Equation for Flow: Takes the flow area and hydraulic radius from this section and gives the discharge it carries.Manning's Equation for Velocity: The velocity in the section, from its hydraulic radius, slope and roughness.Froude Number (Open Channel): Uses the depth and velocity of this section to say whether the flow is subcritical or supercritical.Trapezoid Area: The plane trapezoid, whose parallel sides are the bottom and top widths here; this page works from the depth and side slope instead.Superelevation of the Water Surface in a Channel Bend: Takes the top width T of this section to find the rise of the water on the outside of a bend.
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Trapezoidal Channel Flow Area explained

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The flow area of a trapezoidal channel is the rectangle under the water, bottom width BB times depth dd, plus the two sloping side wedges, which together come to z d2z\,d^{2}. The side slope zz is the horizontal run for each 1 of rise, so a slope of 1 vertical to 3 horizontal is z=3z = 3. Two special cases fall out: a triangular channel is B=0B = 0 and a rectangular one is z=0z = 0. The depth is the maximum flow depth, measured from the bed. This is plain geometry, so the relation is exact for the section you describe; the only approximation is how well a real ditch matches a trapezoid.

The relation is one of three section properties that the Federal Highway Administration's urban drainage manual (HEC-22, fourth edition, equations 6.7 to 6.9) lists for roadside and median ditches. The other two are the wetted perimeter, P=B+2dz2+1P = B + 2d\sqrt{z^{2}+1}, and the top width, T=B+2zdT = B + 2zd. The page shows both, with the hydraulic radius R=A/PR = A/P, in the note with each answer, because those are what Manning's equation, the Froude number, and the shear stress and bend checks take next. The equations take the same form in feet as in metres. When the area is known instead, the page solves for the bottom width, the side slope, or the depth, which is the positive root of z d2+B d−A=0z\,d^{2} + B\,d - A = 0.

Read the side slope as a design choice, not a measurement. The manual sets side slopes no steeper than the angle of repose of the soil or lining, and beside a road often 1V:3H or flatter so that an errant vehicle can cross them. Its own example is a channel with B=2.6B = 2.6 ft, z=3z = 3 and d=1.6d = 1.6 ft, which has A=11.8A = 11.8 ft², P=12.7P = 12.7 ft and R=0.93R = 0.93 ft, and with n=0.030n = 0.030 and a slope of 0.01 carries 55.7 ft³/s. The exact area is 11.84 ft², and the manual prints 11.8, rounded to 0.1 ft².

Working backwards shows how rounding spreads. Putting the printed 11.8 ft² with B=2.6B = 2.6 ft and z=3z = 3 into the depth formula gives 1.5967 ft against the printed 1.6 ft, a difference that comes from the rounded area. The page's own example takes the same channel in metres, where the manual prints the dimensions but not the area: B=0.8B = 0.8 m, d=0.5d = 0.5 m and z=3z = 3 give A=0.8×0.5+3×0.25=1.15A = 0.8 \times 0.5 + 3 \times 0.25 = 1.15 m².

Trapezoidal Channel Flow Area formula

A=B d+z d2A = B\,d + z\,d^{2}
Where
  • AA= Flow area (m²)
  • BB= Bottom width (m)
  • dd= Flow depth (m)
  • zz= Side slope
Where this comes from
  • US Department of Transportation, Federal Highway Administration, Urban Drainage Design, Hydraulic Engineering Circular No. 22 (HEC-22), Fourth Edition, publication FHWA-HIF-24-006, February 2024, section 6.2.2 Channel Geometry, equations 6.7 (A = Bd + zd^2), 6.8 (P = B + 2d(z^2+1)^0.5) and 6.9 (T = B + 2dz) (printed pages 66 and 67); worked in Example 6.1 Step 1 (page 67) and Example 6.2 Steps 4 and 6 (pages 76 and 77). US federal work, public domain. Read it
Revised 31 October 2026
Cite this page

formula.expert. (2026, October 31). Trapezoidal Channel Flow Area Formula & Calculator. https://formula.expert/solvers/trapezoidal-channel-flow-area