Error: Twitter did not respond. Please wait a few minutes and refresh this page.

# Napkin Diagrams

Engineering, Technology, and DIY

## Pressure Drops In Pipes: Part 1, Basics

January 8, 2010

Posted by on A a fluid flows through a pipe, it will experience a natural pressure drop due to several factors. Friction is a major player, which itself involves flow velocity, pipe dimensions, and possibly internal pipe roughness. Height changes across the length of a pipe also contribute to pressure drops. Any and all fittings, coupling, et cetera will account for a part of any drops as well, although less so than the former two. Pressure drop can be related to head loss, a way of measuring the energy drop, with Equation 1, where *ΔP* is pressure drop, *ρ* is fluid density, *g* is gravity, and *Δh* is height difference.

Head loss can also be related to pipe geometry and flow characteristics, as shown in Equation 2. The first term are the major losses from friction, while the second is the minor losses from pipe fittings. *L* is the length of straight pipe, *D* is the internal diameter, *ff* is the friction factor, *v* is average pipe velocity, and K is a value obtained from literature for a given fitting.

Average velocity can be rewritten in terms of flow rate and diameter (Equation 2a).

Friction factor can potentially be very complicated or very easy to calculate depending on the type of fluid flow involved, which can be found by finding the Reynolds Number (Equation 3). *μ* is fluid viscosity.

If

*Re*is less than 2100, it can safely be considered laminar flow, and Equation 4a can be used for friction factor. If it is much higher (>4000), however, it has to be treated as turbulent and friction factor will be implicitly defined with the Colebrook-White equation (Equation 4b), where ε is pipe roughness.

Using these equations, it calculations become easy. One can, for example, predict pressure drops across a given length of pipe at various flow rates, which very useful to check whether pumps will be needed in a system to maintain proper end pressure. Conversely, one can use a pressure drop at a flow rate to back-solve for friction factor and pipe roughness.

Caution: Make sure to check your units! This can save you hours, even days of work and hair-pulling.

Read on with Part 2, Series and Parallel

Advertisements

Pingback: Pressure Drops In Pipes: Part 2, Series and Parallel « Napkin Diagrams

great issues altogether, you just received a brand new reader.

What could you recommend about your post that you just made a few days ago?

Any certain?

thanks sir 🙂