Hydraulic diameter

The hydraulic diameter, $D H$ , is a commonly used term when handling flow in non-circular tubes and channels. Using this term, one can calculate many things in the same way as for a round tube. It is defined as[1][2]

D_{\text{H}}={\frac {4A}{P}},

where

A

is the cross-sectional area of the flow,

P

is the wetted perimeter of the cross-section.

More intuitively, the hydraulic diameter can be understood as a function of the hydraulic radius $R H$ , which is defined as the cross-sectional area of the channel divided by the wetted perimeter. Here, the wetted perimeter includes all surfaces acted upon by shear stress from the fluid.[3]

R_{\text{H}}={\frac {A}{P}},

D_{\text{H}}=4R_{\text{H}},

Note that for the case of a circular pipe,

D_{\text{H}}={\frac {4\pi R^{2}}{2\pi R}}=2R

The need for the hydraulic diameter arises due to the use of a single dimension in case of dimensionless quantity such as Reynolds number, which prefer a single variable for flow analysis rather than the set of variables as listed in the table. The Manning formula contains a quantity called the hydraulic radius. Despite what the name may suggest, the hydraulic diameter is not twice the hydraulic radius, but four times larger.

Hydraulic diameter is mainly used for calculations involving turbulent flow. Secondary flows can be observed in non-circular ducts as a result of turbulent shear stress in the turbulent flow. Hydraulic diameter is also used in calculation of heat transfer in internal-flow problems.

List of hydraulic diameters


Geometry	Hydraulic diameter	Comment
Circular tube	$D_{\text{H}}={\frac {4\cdot {\frac {\pi D^{2}}{4}}}{\pi D}}=D$	For a circular tube the hydraulic diameter is simply the diameter of the tube.
Annulus	$D_{\text{H}}={\frac {4\cdot {\frac {\pi (D_{\text{out}}^{2}-D_{\text{in}}^{2})}{4}}}{\pi (D_{\text{out}}+D_{\text{in}})}}=D_{\text{out}}-D_{\text{in}}$
Square duct	$D_{\text{H}}={\frac {4a^{2}}{4a}}=a$	here $a$ represents the length of a side, not the cross sectional area
Rectangular duct (fully filled). The duct is closed so that the wetted perimeter consists of the 4 sides of the duct.	$D_{\text{H}}={\frac {4ab}{2(a+b)}}={\frac {2ab}{a+b}}$	For the limiting case of a very wide duct, i.e. a slot of width $b$ , where $b ≫ a$ , then $D H = 2 a$ .
Channel of water or partially filled rectangular duct. Open from top by definition so that the wetted perimeter consists of the 3 sides of the duct (2 on the side and the base).	$D_{\text{H}}={\frac {4ab}{2a+b}}$	For the limiting case of a very wide duct, i.e. a slot of width $b$ , where $b ≫ a$ , and $a$ is the water depth, then $D H = 4 a$ .

For a fully filled duct or pipe whose cross-section is a regular polygon, the hydraulic diameter is equivalent to the diameter $D$ of a circle inscribed within the wetted perimeter. This can be seen as follows: The $N$ -sided regular polygon is a union of $N$ triangles, each of height $D/2$ and base $B=D\tan(\pi /N)$ . Each such triangle contributes $BD/4$ to the total area and $B$ to the total perimeter, giving

D_{\text{H}}=4{\frac {NBD/4}{NB}}=D

for the hydraulic diameter.

References

Kudela, Henryk (May 2017). "Viscous flow in pipe" (PDF). p. 3.
"Hydraulic Diameter for Non-Circular Ducts" (PDF). May 2017. p. 2.
Frank M. White. Fluid Mechanics. Seventh Ed.

Hydraulic diameter

List of hydraulic diameters

References

See also