Piping Networks and Pressure Losses

Overview

Source: Alexander S Rattner, Department of Mechanical and Nuclear Engineering, The Pennsylvania State University, University Park, PA

This experiment introduces the measurement and modeling of pressure losses in piping networks and internal flow systems. In such systems, frictional flow resistance from channel walls, fittings, and obstructions causes mechanical energy in the form of fluid pressure to be converted to heat. Engineering analyses are needed to size flow hardware to ensure acceptable frictional pressure losses and select pumps that meet pressure drop requirements.

In this experiment, a piping network is constructed with common flow features: straight lengths of tubing, helical tube coils, and elbow fittings (sharp 90° bends). Pressure loss measurements are collected across each set of components using manometers - simple devices that measure fluid pressure by the liquid level in an open vertical column. Resulting pressure loss curves are compared with predictions from internal flow models.

Procedure

1. Fabrication of piping system (see schematic and photograph, Fig. 2)

Affix (tape or glue) a small plastic water reservoir to the work surface. If it is a covered container, drill holes in the lid for the inlet and outlet water lines and pump power cable.
Mount the small submersible pump in the reservoir.
Mount the rotameter (water flow meter) vertically in the work area. It may help to strap the rotameter to a small vertical beam or L-bracket to keep it upright. Connect a flow tube from

Results

Measured friction factor and equivalent length data are presented in Fig. 3a-c. For the straight tube section, a clear PVC tube with D = 6.4 mm and L = 284 mm is used. Measured flow rates (0.75 - 2.10 l min^-1) correspond to turbulent conditions (Re = 2600 - 7300). Friction factors match predictions from the analytic model to within experimental uncertainty. Relatively high f uncertainty is found at low flow rates due to the limited accura

Application and Summary

Summary

This experiment demonstrates methods for measuring pressure-drop friction factors and equivalent lengths in internal flow networks. Modeling methods are presented for common flow configurations, including straight tubes, coiled tubes, and pipe fittings. These experimental and analysis techniques are key engineering tools for the design of fluid flow systems.

Applications

Internal flow networks ari

References

Perry, D.W. Green, J.O. Maloney, Perry's Chemical Engineers' Handbook, 6th Editio, McGraw-Hill, New York, NY, 1984.