Rectangular duct pressure drop calculator
Result
- Hydraulic diameter D_h
- 133.3 mm
- Flow area
- 2.00e-2 m²
- Mean velocity
- 2.50 m/s
- Reynolds number
- 332,153
- Flow regime
- Turbulent
- Darcy friction factor
- 0.0172
- Head loss
- 0.41 m
- Pressure drop
- 4.0 kPa (0.040 bar)
Friction is evaluated on the hydraulic diameter D_h = 4A/P and the true flow area. This captures the friction effect of shape only, not shape-specific secondary or corner flows.
Model this duct alongside pipes, fans and fittings in a full network in the Studio.
Open the Studio →Find the friction pressure drop of a rectangular duct from its width, height, length and flow, using the hydraulic diameter. Non-circular ducts do not have a single bore, so the friction is evaluated on the hydraulic diameter D_h = 4A/P and the true flow area, feeding the ordinary Darcy-Weisbach method.
Method
For a rectangular duct of width w and height h, the flow area and hydraulic diameter are:
A = w h
P = 2 (w + h)
D_h = 4 A / P = 2 w h / (w + h)
The mean velocity is V = Q / A, the Reynolds number is Re = V D_h / nu, and the Darcy friction factor comes from the Churchill correlation on Re and the relative roughness eps / D_h. The head loss is the standard Darcy-Weisbach expression on the hydraulic diameter:
hf = f (L / D_h) V^2 / (2 g), dp = rho g hf
This is the same hydraulic-diameter path the Studio uses for non-circular ducts, cross-checked in Verification Part N to within 0.5% of the reference. It captures the friction effect of the shape only, not shape-specific secondary or corner flows.
Inputs
- Duct width w (mm) and height h (mm), and the length L (m).
- Flow rate Q (L/s), the fluid, and the wall material roughness.
Outputs
- Hydraulic diameter D_h and flow area A.
- Mean velocity, Reynolds number, flow regime and Darcy friction factor.
- Head loss and pressure drop.
Worked example
A 200 x 100 mm duct carrying 50 L/s of water over 10 m:
A = 0.2 x 0.1 = 0.020 m^2
D_h = 2 x 0.2 x 0.1 / (0.2 + 0.1) = 0.133 m
V = 0.050 / 0.020 = 2.5 m/s
Re = 2.5 x 0.133 / 1.0e-6 = 3.3e5 (turbulent)
hf = 0.410 m, dp = 4.0 kPa
Frequently asked questions
What is the hydraulic diameter?
The hydraulic diameter D_h = 4A/P is the length scale that makes a non-circular duct behave like a round pipe for friction. For a rectangle it is 2wh/(w+h); for a square of side a it is a; for a circle of diameter D it is D.
Does this capture everything about a non-circular duct?
No. It captures the friction effect of the shape through the hydraulic diameter and the true area. It does not model the secondary and corner flows specific to a particular cross-section, which are second-order for pressure drop but real.
Can I use it for an oval or square duct?
A square is just a rectangle with equal sides. The Studio also handles oval (elliptical) ducts on the same hydraulic-diameter basis; open it for those.
Related
- Pipe flow and pressure drop calculator
- Orifice plate loss coefficient calculator
- How the elements are verified against NASA GFSSP.
- Open the Studio to size ducts and pipes together in a full network.
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