Research Article
Sep 1967
Water-Hammer Analysis of Distribution Systems
This article has a reply.
VIEW THE REPLYThis article has a reply.
VIEW THE REPLYThis article has a reply.
VIEW THE REPLYPublication: Journal of the Hydraulics Division
Volume 93, Issue 5
Abstract
Complex networks containing multiple pumping stations, reservoirs, zones separated by pressure reducers, and outlets to local grids, are analyzed for steady-state conditions and for transient conditions. For 32K digital computer storage several thousand pipes may be handled for steady-state calculations and several hundred pipes for transient calculations. All solutions are junction oriented satisfying continuity at each junction together with the appropriate steady-state resistance equations or the algebraic water-hammer equations. An indexing system is used which describes the relation of each junction to its adjacent pipes and junctions. For steady-state, heads are assumed at each junction and linearized adjustments to heads are made at each junction, in turn, for many times, until all head and flow relations are satisfied to the required accuracy. Transient heads and flows are calculated at each junction, starting at time zero with steady-state conditions and repeated at each junction for fixed time increments. A computer program (Michigan Algorithmic Decoder) is presented, as well as examples of a valve closing rapidly and a pipe rupture.
Get full access to this article
View all available purchase options and get full access to this article.
Information & Authors
Information
Published In
Journal of the Hydraulics Division
Volume 93 • Issue 5 • September 1967
Pages: 185 - 202
Copyright
© 1967 American Society of Civil Engineers.
History
Published in print: Sep 1967
Published online: Feb 3, 2021
Permissions
Request permissions for this article.
Authors
Affiliations
Victor L. Streeter, F.ASCE
Prof. of Hydraulics, Civ. Engrg. Dept., Univ. of Michigan, Ann Arbor, Mich
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.
Cited by
View Options
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.