Steady flow in pipe networks by the simple loop method. Report No. 128. October 1972.

Download files
Access & Terms of Use
open access
Abstract
The simple loop method is applied to the analysis of steady water flow in networks of pipes, pumps and reservoirs. Improved head discharge relations are presented for pipe and pump lines. The effects of loop set selection, convergence criteria, node head calculation and convergence accceleration techniques are investigated. A computer program, based on conclusions reached, is presented.
Persistent link to this record
Link to Publisher Version
Additional Link
Author(s)
Fietz, T. R.
Supervisor(s)
Creator(s)
Editor(s)
Translator(s)
Curator(s)
Designer(s)
Arranger(s)
Composer(s)
Recordist(s)
Conference Proceedings Editor(s)
Other Contributor(s)
Corporate/Industry Contributor(s)
Publication Year
1972
Resource Type
Report
Degree Type
UNSW Faculty
Files
download WRL_Research_Report_128.pdf 9.8 MB Adobe Portable Document Format
Related dataset(s)